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Permit D15-0239 - MANILA SUNSET - TENANT IMPROVEMENT
MANILA SUNSET 307 TUKWILA PKM7Y D15-0239 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov Parcel No: 0223000010 Address: 307 TUKWILA PKWY Project Name: MANILA SUNSET DEVELOPMENT PERMIT Permit Number: D15-0239 Issue Date: 1/26/2016 Permit Expires On: 7/24/2016 Owner: Name: BETA HOLDINGS LTD Address: 18827 BOTHELL WAY NE, BOTHELL, WA, 98011 Contact Person: Name: CARL F PIRSCHER Phone: (206) 368-9668 Address: PO BOX 55429, SHORELINE, WA, 98155 Contractor: Name: INTERSTATE INDUSTRIES INC Phone: (206) 387-2364 Address: 12235 SE 199th ST, KENT, WA, 98031 License No: INTERI1873D7 Expiration Date: 3/27/2017 Lender: Name: 1ST SECURITY BANK OF WA Address: 614 BROADWAY EAST, SEATTLE, WA, 98102 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF A VACANT SPACE. A TAKE OUT MEALS PACKAGED FILIPINO FOOD PRODUCT STORE WILL OCCUPY THE 1579 SF SPACE. THE WORK WILL CONSIST OF NON STRUCTURAL WALLS AND INSTALLATION OF RESTAURANT EQUIPMENT. Project Valuation: $95,000.00 Fees Collected: $2,486.92 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-468: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No l Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agr a to the conditions attached to this permit. Signature: Date: 2 6 16 Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 21: A separate mechanical permit is required for the installation of a Type 1 hood. 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 4013:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 22: Portable fire extinguishers shall be provided within a 30-foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 9: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 13: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 11: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 10: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 14: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 16: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 15: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 18: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 23: ***BUILDING PERMIT CONDITIONS*** 24: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 25: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 26: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 71 Chapter 13. 27: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 28: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 29: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 30: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 31: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 32: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 33: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 34: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 36: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 37: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING r CITY OF TUKWILA Community Development Department • Puhlic Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htti2://www.TukwilaWA.P-ov Building Permit No. Project No. Date Application Accepted: 1 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 022300-0010 Site Address: 307 TUKWILA PARKWAY Suite Number: Floor: Tenant Name: Manila Sunset New Tenant: Z .....Yes ❑..No PROPERTY OWNER Name: Beta Development LLC Address: 18827 Bothell Way NE 110 City: Bothell State: WA Zip: 98011 CONTACT PERSON — person receiving all project communication Name: Same as Architect Address: City: State: Zip: Phone: Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: CDA + Pirscher Architects Architect Name: Carl F. Pirscher Address: PO Box 55429 City: Shoreline State: WA Zip: 98155 Phone: (206) 368-9668 Fax: (206) 368-9558 Email: carlp@cdaarch.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1 st Security Bank of Wa Address: 614 Broadway East FiTy---s—eattle State: WA Zip: 98102 H:XApplications\Fomis-Applications On Une\2011 ApplicationsTermit Application Revised - 8.9-I l.docx Revised: August 2011 bh Pagel of 4 `BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 95,000 Existing Building Valuation: $ 880,200 Describe the scope of work (please provide detailed information): Tenant improvement of a vacant space. A take-out meals and packaged Filipino food product store will occupy the 1,579 sq ft space. The work will consists of non structural walls and installation of restaurant equipment. Will there be new rack storage? ❑..... Yes LZ.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below ==1 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 39,760 1,579 0 0 VB B 2 "d Floor P Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 107 Compact: 50 Handicap: 4 Will there be a change in use? El ....... Yes ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® ....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ❑ .......No If "yes', attach list of materials and storage locations on a separate 8-112" x I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Une\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 2 of 4 bh UBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): For the tenant improvement the work will consist of new line gas,electrical,water line in the tenant space, new bathroom, and a grease interceptor in the interior space. No work in the exterior space. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila ❑ ... Water District # 125 ❑ .. Highline El.. Renton ❑ ... Water Availability Provided Sewer District m... Tukwila ❑... Valley View ❑ . Renton ❑.. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System —For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Annlication (mark boxes which apr ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report El... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ .:. Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that anply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut El.. Looped Fire Line f) ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # [:]...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line n Number of Public Fire Hydrant(s) m ... Water Z ...Sewer [Z...Sewage Treatment Monthly Service Billing to: Name: Beta Commercial Mailing Address: 18827 Bothell Way NE, #1 10 3 Day Telephone: (425) 482-6626 Bothell WA 98011 City State Zip Water Meter Refund/Billing: Name: Beta Commercial Day Telephone: (425) 482-6626 Mailing Address: 18827 Bothell Way NE, #110 Bothell WA 98011 City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTern it Application Revised - 8-9-1 Ldo" Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Print Name: CARL F Mailing Address: PO BOX 55429 Date: 09/ 16/2015 Day Telephone: (206) 368-9668 SHORELINE WA 98155 City state Zip H:\Applications\Formt-Applications On Une\2011 ApplicationsTermit Application Revised - 8-9-1I.docx Revised: August 2011 bh Page 4 of 4 Date Paid: Monday, April 11, 2016 Paid By: INTERSTATE INDUSTRIES INC Pay Method: CHECK 5282 Printed: Monday, April 11, 2016 11:21 AM 1 of 1 (rLTr-Jf fsrsreMs DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $1,540.76 D15-0239 Address: 307 TUKWILA PKWY Apn: 0223000010 $1,540.76 DEVELOPMENT $1,467.75 PERMIT FEE R000.322.100.00.00 0.00 $1,460.25 PLAN CHECK FEE R000.345.830.00.00 0.00 $3.00 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $73.01 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7488 R000.322.900.04.00 0.00 $73.01 $1,540.76 Date Paid: Tuesday, January 26, 2016 Paid By: INTERSTATE INDUSTRIES INC LAS Pay Method: CHECK 5189 Printed: Tuesday, January 26, 2016 11:20 AM 1 of 1 Date Paid: Wednesday, September 16, 2015 Paid By: MANILA SUNSET Pay Method: CHECK 1005 Printed: Wednesday, September 16, 2015 12:45 1 of 1 CI?W SYSTEMS PM INSPECTION RECORI Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ' &i� I'LA Soe�06r7 Ty —of inspection: fA01 Lh 1ALI, Eaa L AAress: ZILILA FV�Y Date Called: Special Inst(uctions: - Date Want —am Requerer:/ Phone No: NApproved per applicable codes. E I Corrections required prior to approval. 4 1 Inspector: /14-fi4ll 1 Date L6 Ll F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedule reinspection. INSPECTION RECORD 07-3 of Retain a copy with permit IRSPVCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: MAAAZA -<�/AXIIJ-:7— Tle of Inspection: ) U)Lz;V1'- I r" tJ14- L- Address: Date Called: Special Instructions: Date Want a.m. 12 8hul (2-:f rRequester: e u Phone No: [-� Approved per applicable codes. RCorrections required prior to approval. E COMMENTS: :z Inspector: Date: HIREINSPECTION FEE REUUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permitl-D 02 gq I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: fiJW)L4 �U,05 C-7— Ty—pe of inspection: ILfA LL- 1"tAAVCX1 Address: 30-7 -7-6-'YWILA Date Called: I Special Instructions: Date Wanted a.m. ) 2 h M. 0,(A6 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval, Inspector: Date: F] REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. INSPECTION RECORD. /r7) Retain a copy with F t INVJZION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 'o Type g� Inspect" &LA ?,/ � AddFess: '30-7 Date Called: Special Insftctions: Date Wanted: a.m- Requester: Phone No: rVIApproved per applicable codes. Corrections required prior to approval. Uu El paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedule reinspection. NMI INSPECTION RECORD. 1-bi S- ozi Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: 'k7 -7'yX.)iLA Date Called: Special Instructions: Date Wanted a.m. 12, Requesteff Phone No: AApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: Z41 F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedule reinspection. C INSPECTION RECORD. 67 INSI'MION NO. I Retain a copy with permit �— PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro c t: W 44 L26&r- Type of Inspection: Address: 227 -jjgj,2ZLA PVLx)-1 Date Called: Special Instructions: Date Wanted: a.m. Requeste Phone No: Approved per applicable codes. Lvj Corrections required prior to approval. I I paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with pei J %WCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: MAM LA Ty��Inspection: Address: 307 -fV-kW1ZA PYWY Date Called: Special Instructions: Date Wanted a.m. Requester:., f Phone No: EAppnoved per applicable codes. Ful - orrections required prior to approval. I LNIC COMMENTS: 6y-- T-YW- J- z- UL 47� a6wivV 4 Inspector: 46� Date: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. 01 INSPECTION RECORD Retain a copy with permit 0 -->13 IWItTION No. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: //wr IC( '�U'Pdg_ Type ction: ' n &q L Address: I 307 rLCL"y Date Sp i I Instructions: Oate WaWed: a.m. 9-f 2-- p.m. Requester: Phone No: EJApproved per applicable codes. 11 Corrections required prior to approval. Inspector: Date?,-, 1 7�� - ( _2_ :14 F-1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro ) K, r:z2)_ INSPECTION RECORD Retain a copy with permit I DjS:-- 07- ic]? InTrECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: M/W)I-A —'�)A[967-- Type of Inspection: )�� M) AL6- Address: 30-7 -12�)&)i" PW�4— Date Called: Special Instructions: Date Wanted: a.m. cy A A,;- p.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: rd' SWAM PAW r. mm �IWN in IInspector: I Date *R—/d —/Z I F-1 REINSIPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cail. to schedule reinspection. 4 INSPECTION RECORD. Retain a copy with pe, t "MSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspectipn: k >0e Date Called: Special Instructions: I Date Wanted a.m. '�— --Z p.m. Requester: Phone No: F—] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. M INSPECTION RECORD ni iRetain a copy with permit UOECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pron*ct: /Agm-( (4- 5 e- Type Inppection. �0 X? Address: 'W -7 Date Called: S�edal Instructions: Date Wanted., a. rn. 2-f, -1,6 S Requester. Phone No: Approved per applicable codes. oCorrections required prior to approval. IInspector: K-4-- I Date: 3-2,54-1.4 r I F—] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4- - INSPECTION NUMBER INSPECTION RECORDS/-n2y Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: TypeV Inspection: Address: ^J1 L't Suite #: �- 7- v kf Contact Person: Special Instructions: Phone No.: "ki Approved per applicable codes. Corrections required prior to approval. COMMENTS: / tv /z F10V /�Z, -- a ke,- rz Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: WIV/6 I Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: 1,company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD 0/�--23 fi Retain a copy with permit , INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: WOO � Type of Inspection: 0 Address: T Suite #: , r t(1k,,j Contact Person. Special Instructions: Phone No.: [��Nprovecl per applicable codes. ❑ Corrections required prior to approval. COMMENTS: �1TS / .Sc1-, Z— )-c --,() 6/to & C7 fl . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: t7V Date: czM6 Hrs.: l $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Zr PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspec on: Address: jI- Suite #:-�G,'� R �lCw Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Duct Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: C 6 5 rz v Pre -Fire: Permits: Occupancy Type: Inspector: F-ykl e:T-� I Date: j( 1-2/ /I J,, I Hrs.: pT $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. .Billing Address Attn: Company Name: Address: City: State: Zip Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: — � �/ , 4 _ Type of Inspection: ` de V, Address: �_ -7 Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. t- COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector/ s Date: ��� ((� Hrs.: �. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsiiiing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form -Doc 3/14/14 T.F.D. Form F.P. 113 M THELANDDEVELOPER'S ENGINEERED SOLUTION a division of THE LAND DEVELOPER, LLC • BECAUSE RESULTS MATTER • December 22, 2016 Terry Fletcher WVWV.INTERSTATEINDUSTRIESINC.COM 12235 SE 199th ST Kent, WA 98031 Re: MANILA SUNSET MECHANICAL CONNECTIONS Site Address: 307 Tukwila Pkwy, Tukwila, WA 98188 Dear Mr. Fletcher: On 12/13/2016 1 performed a site visit to inspect the three hood installations for the above referenced project. SITE OBSERVATIONS The hoods appeared to be installed in substantial conformance to the attached design. RECOMMENDATIONS No other modifications are necessary. Please feel free to give me a call if you have any questions. Sincerely, The Land Developer, LLC Erik B. Ainsworth, PE President Attachments Hood Analysis RECEIVED CITY OF TUKWILA JAN 0 6 2016 PERMIT CENTER PO Box 4420, Tumwater, WA, 98501 • (360) 250-3973 • email: erik@thelanddeveloner.com M STRUCTURAL ANALYSIS & DESIGN of MANILA SUNSET MECHANICAL CONNECTIONS 307 Tukwila Pkwy Tukwila, WA 98188 for TERRY FLETCHER WWW.INTERSTAI'EINDUS'I'RIESINC.COM 12235 SE 199th ST Kent, WA 98031 by THE LAND DEVELOPER'S ENGINEERED SOLUTION A Division of THE LAND DEVELOPER, LLC Erik B. Ainsworth, PE PO Box 4420 Tumwater, WA 98501 (360) 250-3973 October 24, 2016 Project Number: 16-094 TABLE OF CONTENTS Description Page Number(s) HOOD STRUCTURAL ANALYSIS & DESIGN 1-5 Project Number: 16-094 $11 ype X GWB to roof 8 ructure DOUBLE -WRAP WITH — 3M FIRE BARRIER DUCT WRAP 615+ AROUND �XHAUST DUCT IS FROM E TOP OF THE HOOD TO THE BOTTOM OF THE EXHAUST FAN ASSEMBLY. (2) -b / 0 jv-L(- _ > :5 5' ,CKS-LASH 111 00"HIG.1, 72 00" LONG L-1 I IL--- I 22 IIIIII es� The top of the hood to above the ceiling line 3 sided stainless steel shroud installed -::zr^ 0 Fad P-V HOOD DE51GN-1` A(Q)LA 5U"S_;=--r 2/5 27�' -r4eC-Ar)co (2 f ", 3 b� The Land Developer's Project Title: 3/5 Engineered Solution Engineer: Project ID: The Land Developer, LLC Project Descr: 110 Ruby St SE Tumwater, WA 98501 890-4806 Printed: 22 DEC 2016, 2:25PM ASCE Seismic Base Shear File =G:1SU35VU-S\2016klQHVFE-Uraic.ec6 ' ENERCALC, INC.1983-2016, Build:6.16.10.31, Ver:6.16.10.31 meth Risk Category Calculations per ASCE 7.10 Risk Category of Building or Other Structure: "I" : Buildings and other structures that represent a low hazard to human life in the ASCE 7-70, Page 2, Table 1.5-1 event of failure. Seismic Importance Factor = 1 ASCE 7-10, Page 5, Table 7.5-2 Gridded Ss & S1values ASCE-7-10 Standard ASCE 7-10 11.4.1 _ _ _ _ _ Max. Ground Motions, 5% Damping: Latitude = 47.450 deg North SS = 1,442 g, 0.2 sec response Longitude = 122.275 deg West S 1 = 0.5364 g, 1.0 sec response Location : Seattle, WA 98188 Site Class, Site Coeff. and Design Catego�y Site Classification "D": Shear Wave Velocity 600 to 1,200 It/sec = D ASCE 7-10 Table 20.3-1 Site Coefficients Fa & Fv Fa = 1.00 ASCE 7-10 Table 11.4-1 & 77.4-2 (using straight-line interpolation from table values) Fv = 1.50 Maximum Considered Earthquake Acceleration S Ms = Fa * Ss = 1.442 ASCE 7-10 Eq. 11.4-1 S M1 = Fv * S1 = 0.805 ASCE 7-10 Eq. 11.4.2 Design Spectral Acceleration S DS S Ms213 = 0.961 ASCE 7-70 Eq. 17.4-3 S D = S Mj2!3 = 0.536 ASCE 7-70 Eq. 77.4-4 Seismic Design Category = D ASCE 7-10 Table 11.6-7 & -2 Resisting System _ _ ASCE ?-10 Table 12.2.7 Basic Seismic Force Resisting System ... Steel systems not specifically detailed for seismic resistance, excluding cantilever column systems Steel Systems Not Specifically Detailed for Seismic Resistance (except cantilevers) Response Modification Coefficient " R " = 3.00 Building height Limits : System Overstrength Factor " Wo " = 3.00 Category "A & B" Limit: No Limit Deflection Amplification Factor " Cd " = 3.00 Category "C" Limit No Limit Category "D" Limit Not Permitted NOTE! See ASCE 7-10 for all applicable footnotes. Category "E" Limit Not Permitted Category "F" Limit: Not Permitted Lateral Force Procedure _ _ _ _ _ _ _ _ ASCE?-10 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7.10 128 Determine Building Period _ _ _ Use ASCE 12.8-7 Structure Type for Building Period Calculation : All Other Structural Systems " Ct " value = 0.020 " hn " : Height from base to highest level = 16.0 ft "x "value = 0.75 " Ta " Approximate fundamental period using Eq. 12.8-7 : Ta = Ct * (hn " x) = 0.160 sec "TL" : Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 6.000 sec Building Period " Ta " Calculated from Approximate Method selected = 0.160 sec _ " Cs " Response Coefficient _ _ ASCE7-10 Section 12.8.1.1 S DS: Short Period Design Spectral Response = 0.961 From Eq. 12.8-2, Preliminary Cs = 0.320 " R " : Response Modification Factor = 3.00 From Eq. 12.8-3 & 12.84, Cs need not exceed = 1.118 " I " : Seismic Importance Factor = 1 From Eq.12.8-5 & 12.8-6, Cs not be less than = 0.042 Cs : Seismic Response Coefficient = = 0.3204 Seismic Base Shear _ _ ASCE 7-10 Section 12.8.7 Cs = 0.3204 from 12.8.1.1 _ W ( see Sum Wi below) _ 0.00 k Seismic Base Shear V = Cs * W = 0.00 k The Land Developers Project Title: 4/5 Engineered Solution Engineer: Project ID: The Land Developer, LLC Project Descr: 110 Ruby St SE Tumwater, WA 98501 360 890-4806 Printed: 22 DEC 2016, 2:26PM ASCE Seismic Demands on Nonstructural Components File983-2035VU-S1201610.3l.VE-Llcalc.ee6 p ENERCALC, INC.1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Seismic Demands on Nonstructural Component_ per ASCE 7710 Section 13.3.1 and 13.4.1 h = 16.0 ft SDS = 0.9610 Description : MECH ap = 1.00 W P 556.0( z= 10.00 ft R P= Fp Upper Limit = 854.91 Fp Calc'd : Components = Fp Lower Limit = 160.29 Connections = a P Component amplification factor, Table 13.5-1 or Table 13.6-1 W P Component operating weight Z Height of point of attachment R P Component response modification factor (Table 13.5-1 or Table 13.6-1) I P Component importance factor (Section 13.1.3) 2.50 1 P = 1.00 z/h :Actual = 0.63 z/h Design = 0.63 192.35 Fp DESIGN : Components = 192.35 192.35 Connections = 192.35 Fp - Calc'd Calculated Fp, Eq (13.3-1), Same units as Wp Fp - Upper Upper Limit on Fp, Eq (13.3-2) ,(Same units as Wp Fp - Lower Lower Limit on Fp, Eq (13.3-3), Same units as Wp Fp - Design Fp for design purposes, Same units as Wp 12/22/2016 Fully Threaded Rod I Strong -Rod rm ATS Components I Strong -Rod rm Anchor Tiedown System (ATS) for Shearwall Overturning Restraint I StronA§d... Material Standard (Model ATS-Rj — ATSM F1554 Grade 36, A36 or A307 min Fy = 36 ksi, min Fu = 58 ksi - (httos://www.strongtie.com/) Hig-Ax Pb�R-HSRJ — AST .M A449 Type 1 min F,, = 92 ksi, min F_, = 120 ksi High -Strength (Model ATS-HSR_over 1 ") — ASTM F1554 Grade 105 or A193 B7 min Fy = 92 ksi, min F„ = 120 ksi Product Notes • THERE ARE NO HIGH STRENGTH MODELS FOR ATR. • ATR available in plain, zinc plate, hot -dip galvanized and double -ended rod. Related Links • Explore Strong-RodTM Systems Ustrongrodsystems lateralsystems/landing) • ATS Overview (/products/lateral-systems/strong-rod-systems/ats) • URS Overview (/products/lateral-systems/strong-rod-systems/urs) Related Literature Strong-RodTM Systems Seismic and Wind Restraint Systems Guide F-L-SRS15 This guide explains how to specify Strong-RodTM Anchor Tiedown System for Shearwall Overturning Restraint as well as the new Uplift Restraint System for Roofs. CATALOG (httos://embed.widencdn.net/download/ssttoolbox/vamulamdrh/F-L-SRS15 odf?u=vdko9w) Load Tables Standard Strength, Fully Threaded Rod Technical Data ATS Fully Threaded Rod Model No. URS Fully Threaded Rod Model No. Rod Dia. (in.) Allowable Tension Capacity (Ibs.) Fy (ksi) Fu (ksi) ATS-R3 ATR3/8 3/8 2400 36 58 ATS-114 ATR1/2 1/2 4270 36 58 ATS-115 AT135/8 5/8 6675 36 58 ATS-116 ATR3/4 3/4 9610 36 58 https://www.strongbe.com/atscomponents anchorfiedownsystem/atsthreadedrod_productgroup_lat(ptfully-threaded-rod 2/6 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior • • Space -by -Space 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address MANILA SUNSET Date 307 TUKWILA PARKWAY For Building Department Use TUKWILA, WA 98188 Applicant Name: Carl F. Pirscher Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts per ftZ Gross Interior Area in ftZ Wafts Allowed (watts/ft2 x area) T-3.1 RMl Food preparation 0.99 647 641 T-3.1 RM2 Dining area: Bar/lounge/leisure dining 1.31 611 800 T-3.1 RM3 Restroom 0.98 35 34 T-3.1 RM4 Restroom 0.98 55 54 Atrium** Enter Height: Retail Display Allowance from LGT-INT-DISPLAY Select Table C405.5.2(2) category from drop down menu. `* For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 Wfft. ht. Proposed Lighting Wattage Area Allowed Watts Total F 1348 1529 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed T-3.1 RMl 2X4 LED TROFFERS 10 64 640 T-3.1 RM2 4 FT TRACK W/3 LED HEADS p OR 5 24 120 C' 0, r�- C011�111 WCE T-3.1 RM 2 PENDANT LIGHTING �® 6 100 600 T-3.1 RM 3 VANITY LIGHT 1 9 9 T-3.1 RM 4 p� VANITY LIGHT 1 9 9 IS'OI V Retail Display Lighting from LGT-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1378 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and t�egftatts,/Faxture blank CITY OF TUKWILA 10 1 Noc -I--- c-,1a 16 2016 PERMIT CENTER 2012 Washington State Energy Code Compliance Forms for Commercial, R1, and > 3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address MANILA SUNSET Date 307 TUKWILA PARKWAY For Building Department Use TUKWILA, WA 98188 Applicant Name: Carl F. Pirscher Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Wafts per ft2 ross n enor Area in ftZ a s owe (watts/ft2 x area) T-3.1 R141 Food preparation 0.99 647 641 T-3.1 R142 Dining area: Bar/lounge/leisure dining 1.31 546 715 T-3.1 RI-0 Storage 0.63 98 62 T-3.1 RM4 Restroom 0.98 55 54 Atrium** Enter Height: Retail Display Allowance from LGT-INT-DISPLAY * Select Table C405.5.2(2) category from drop down menu. *` For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 Wfft. ht., above 40 feet is 0.02 Wfft. ht. Proposed Lighting Wattage Area Allowed Watts Total 1346 1471 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Wafts/ Fixture Watts Proposed T-3.1 RMl 2X4 LED TROFFERS 10 64 640 T-3.1 RM2 4 FT TRACK W/3 LED HEADS 5 24 120 T-3.1 RM 2 PENDANT LIGHTING 3 100 300 T-3.1 RM 3 STRIP LED LIGHTING 2 36 72 T-3.1 RM 4 VANITY LIGHT 4 9 36 Retail Display Lighting from LGT-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1168 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligi&g fQ&,exemption per.0405-5-1 node exception number and leave Watts/Fixture blank. CORRECTION LTR#_Q._ REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2015 City of Tukwila BUILDING DIVISION look — Oak RECEIVED CITY OF TUKWILA Cl OCT 2 12015 ��RRflIY CENTER PIRSCHER ARCHITECTS A R C H I T E C T S October 9, 2015 I N T E R 1 O R S P L A N N E R S City of Tukwila Department of Community Development ATTN: Allen Johannessen 6300 Southcenter Boulevard Suite #100 Tukwila Washington 98188 PROJECT: Manila Sunset Restaurant CDA# 15013 SUBJECT: Response to City Comments 307 TUKWILA PARKWAY PERMITNUMBER: D15-0239 PARCEL NUMBER: 022300-0010 Dear Bill Rambo: Below are our responses to your comments. Please refer to the included response letter from the structural engineer for the structural portion. BUILDING REVIEW NOTES: The occupant load is indicated at 15.3 occupants. The plumbing code specifies the calculations shall be rounded up which in this case would be 16 occupants. However even though the intent is to show fixed seating for a reduction in the occupant load, the takeout (waiting area) shall also be calculated separately in the occupant load. This would put the count over the number of occupants as indicated. IBC commentary chapters 1004 and chapter 29 concludes that an additional restroom would be required for this tenant. It appears the intent is to eliminate one restroom and have a unisex restroom. However the resulting occupant load shall require for this space, to have separate restrooms, one for each sex. Also the occupant load summary included the storage room which would not be necessary to include. The actual occupied area shall not include unoccupied accessory areas such as, toilet rooms, mechanical rooms and closets in the calculation. Please revise plans to show one additional restroom. Response: The calculation for the storage has been taken out. The fixed seating bolted tables has been reduced to 6, Kitchen has 3.3 occupant load, Merchantile has occupant load of 1.2 and the actual service counter has been reduced to 4' so the waiting occupancy load of 1.7. For a occupancy load ofl2.2 which is rounded up to 13. If the Bar Flap is counted for waiting space FAJO13S\15013 Manila Sunset Restaurant\Word\City\Comments\RESPONSE TO CITY COMMENTS 10-9-15.doc Carl F. Pirscher, AIA principal CORRECTION 20011 Ballinger Way NE Suite 200 LTR# PO BOX 55429 Shoreline, Washington 98155 Tel: (206)-368-9668 Fax: (206)-368-9558 _ !RECEIVED CITY OF TUKWILA OCT 2 12015 PERMIT CENTER it would be an additional of 3' for an added 1.3 occupancy load of73.5 or rounded up to 14. This is below the threshold for 15 that requires two bathrooms. 2. Some of the details on sheet T-2.2 make reference to T-3.1 & T-2.1 which is not consistent with the details. Please clarify. Response: See T-ZZ The details references have been change to direct to the correct details. Provide specific details for the 1 hour shaft penetrating the roof. Specify the type of roof framing and show the penetration meets mechanical code for clearance to combustibles. Specify type of materials with details for the shaft. Also provide specifications for the hat -channel and mineral wool wall framing to show it meets code and is a listed assembly for that application for fire resistant construction at Type I hoods. Response: See 7,8 ,9,10 on t-8.2 for the I hour shaft penetration details. The hat channel and the mineral wool are specified in 2014 NFPA Ventilation Control and Fire Protection of Commercial Cooking Operations 4.2.3.2 Where a clearance reduction system consisting of 0.69 mm (0.027 in.) (22 gauge) sheet metal on 25 mm (1 in.) mineral wool batts or ceramic fiber blanket reinforced with wire mesh or equivalent spaced 25 mm (1 in.) on noncombustible spacers is provided, there shall be a minimum of 76 mm (3 in.) clearance to combustible material. 4. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). Response: See attached 2012 Lighting calculations. Please do not hesitate to call if you have any questions. Sincerely, CDA + PIPCHER HITS RS,INC. Carl F. Pirscher, AIA, LEED AP Principal enclosure cc F:UOBS\15013 Manila Sunset Restaurant\Word\City\Comments\RESPONSE TO CITY COMMENTS 10-9-15.doc Carl F. Pirscher, AIA principal 20011 Ballinger Way NE Suite 200 PO BOX 55429 Shoreline, Washington 98155 Tel: (206)-368-9668 Fax: (206)-368-9558 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 06, 2015 CARL F PIRSCHER PO BOX 55429 SHORELINE, WA 98155 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0239 MANILA SUNSET - 307 TUKWILA PARKWAY Dear CARL F PIRSCHER, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. The occupant load is indicated at 15.3 occupants. The plumbing code specifies the calculations shall be rounded up which in this case would be 16 occupants. However even though the intent is to show fixed seating for a reduction in the occupant load, the takeout (waiting area) shall also be calculated separately in the occupant load. This would put the count over the number of occupants as indicated. IBC commentary chapters 1004 and chapter 29 concludes that an additional restroom would be required for this tenant. It appears the intent is to eliminate one restroom and have a unisex restroom. However the resulting occupant load shall require for this space, to have separate restrooms, one for each sex. Also the occupant load summary included the storage room which would not be necessary to include. The actual occupied area shall not include unoccupied accessory areas such as, toilet rooms, mechanical rooms and closets in the calculation. Please revise plans to show one additional restroom. 2. Some of the details on sheet T-2.2 make reference to T-3.1 & T-2.1 which is not consistent with the details. Please clarify. 3. Provide specific details for the 1 hour shaft penetrating the roof. Specify the type of roof framing and show the penetration meets mechanical code for clearance to combustibles. Specify type of materials with details for the shaft. Also provide specifications for the hat -channel and mineral wool wall framing to show it meets code and is a listed assembly for that application for fire resistant construction at Type I hoods. 4. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washineton 98188 * Phone 206-431-3670 • Fax 206-43/-366.5 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, < A Q ti/x` Bill Rambo2 Permit Technician File No. D15-0239 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 J PERMIT COORD COPY r PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0239 DATE: 03/23/16 PROJECT NAME: MANILA SUNSET SITE ADDRESS: 307 TUKWILA PKWY Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: 41 W c�� Apt. �I Building Division Fire Prevention Planning Division Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 03/24/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/21/16 Approved Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0239 DATE: 10/21/15 PROJECT NAME: MANILA SUNSET SITE ADDRESS: 207 TUKWILA PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A;�- 4wc. l0-)-7-1 Building Division ® Fire Prevention Public Works ❑ Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approvallreview required) REVIEWER'S INITIALS: ❑ Planning Division ❑ ❑ Permit Coordinator 91 DATE: 10/22/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/19/15 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) -(ie: Zoning Issues) Notation: S+%(,V e I.— �— I REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 *PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0239 DATE: 09/18/15 PROJECT NAME: MANILA SUNSET SITE ADDRESS: 307 TUKWILA PARKWAY X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: AT G�W� 0(-)-Pr+,3- Building Division Public Work PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued 4M Fire Prevention Structural ❑ C- p L-- Nlk Planning Division Permit Coordinator ❑ DATE: 09/22/15 Structural Review Required ❑ DATE: DUE DATE: 10/20/15 Approved with Conditions ❑ Denied El (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg C8— Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: IU1 11� I�IV SITE ADDRESS: tol IIAM1,10L PERMIT NO: • v'/ - I ORIGINAL ISSUE DATE: 41RI REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS l �l2 Summary of Revision: R� A Received by: .� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS. Summary of Revision: Received by: (please pent) City of Tukwila SUBMITT i Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431.3670 Web site: htta://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: March 14 , 2 016 Plan Check/Permit Number: D15-0239 Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Manila Sunset Project Address: 307 TUKWILA PARKWAY TUKWILA WA 98188 Contact Person: Carl F Pirscher Phone Number: 206-368-9668 Summary of Revision: 2nd bathroom will be added where there is a storage room to accommodate the tenants desire to increase seating capacity. Also a pass thru window from the kitchen to the dining area has been added. RECEIVED CITY OF TUKWILA MAR f 6- 2016 PERMIT CENTEP, SheetNumber(s): T-0.1,T-0.3 T-2.2 T-3.1 T-7.1,T-7.3,T-7.6 "Cloud" or Highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 41 �/t' [] Entered in Permits Plus on 0 -3//6 4/Y 11 Npplication%%Form: Applications On Ltne\2010 Apphcalion;17.2010 - Revision Ubinntal.doc Revised: May 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: tft iD) Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre Contact Perso Summary of Revision: C1 r Sheet Number(s): I - v-'Cloud" or highlight all Received at the City of T [;I— Entered in TRAKiT on to Interstate Industries INC Page 1 of 3 Home; lnit:io e.n .Espanol Contact. Safety inWashington State Department of Labor & Industries Interstate Industries INC Search L&I A-Z Index Help :sty Secure L&I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 12235 SE 199th ST KENT, WA98031 Principals p 206-387-2364 Smith, Lome Joseph, PRESIDENT KING County Doing business as Interstate Industries INC WA UBI No. Business type 603 286 240 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. INTERII873D7 Effective — expiration 0312712013— 03/2712017 Bond ................ Western Surety Co $12,000.00 Bond account no. 62298394 Received by L&I Effective date 02/23/2015 02/11/2015 Expiration date Until Canceled Bond history Insurance Preferred Contractors Ins Co R $1,000,000.00 Policy no. PC99768 Received by L&I Effective date 03/25/2015 03/23/2015 Expiration date 03/23/2016 Insurance history Savings ....... ........ No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 15-2-01375-1 SEA Open Complaint filed by Complaint against bond(s) or savings TRUETEMP NORTHWEST INC 41309861 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603286240&LIC=INTERII873D7&SAW= 1 /26/2016 19 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE 2. ALL CONSTRUCTION SHALL BE DONE N ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. N THE EVENT OF CONFLICTS OR CHANCsES BETWEEN DETAILS OR BETU MN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. 4. SEPARATE MWItS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBNG, ELECTRICAL, SIGNS, REFRIGERATION EQUIPMENT, SEDER HOOK-UPS AND THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PILLING, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PARKING, SIGNS AND ANY OTHER BUIL-DNG REO IREMENTS NOT SPECFICALLY PROVIDED FOR BELOW. 5. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRICTION. 6. THE BUILDER'S COPY OF TIME APPROVED SET OF PLANS MUST BE AVAILABLE TO INSPECTOR'S AT THE JOBSITE 1. FIRE SAFETY DURJNG CONSTRUCTION SHALL COMPLY WITH 2O12 INTERNATIONAL FIRE CODE. THERE THE CODE STATES "WHERE REQUIRED'. SUCH SECTIONS ARE REQUIRED UNLESS A WRITTEN EXEMPTION t0 THE SECTION HAS BTO THE SUBMITTED HE DEPARTMENTAND APPROVED. S. FINISH FLOOR ONCE DATUM EQUALS (0-011). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. S. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE. I& CONCEALED SPACES 2012 SEC 118-PROVIDE HORIZONTAL. FIREBLOCKNG N ALL WOOD FRAME WALLS AT 10'-0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK. ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO NORIZ AREAS NOT EXCEEDING 3,000 SP. OR NOT REQUIRED F BUILDING IS SPRINKLED 2003 IBC 1184. DRAFT STOP CONSTRUCTION: THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDED FROM THE CEILING To THE UNDERSIDE OF THE ROOF DECK. MATERIAL SHALL BE 1/2" GYP. BD. OR 3/84 PLYWD, OR OTHER APPROVED MATERIAL. OPENINGS N THE PARTITIONS SHALL BE PROTECTED BY SELF CLOSNG WITH AUTO LATCHES, PER 2012 IBC IISA 1 IL AN AUTOMATIC SPRINKLER SYSTEM THAT CONFORMS WITH ALL RECOMMENDATIONS OF AN APPROVED RATING BUREAU AND NFPA PAMPHLET NO.13 AND IS CONNECTED To AN ALARM WCEIVNG FACILITY AS APPROVED BY THE CITY OF SHORLINE FIRE MARSHAL.L SHALL BE INSTALLED. ACTIVATION OF THE FIRE SPRINKLER SYSTEM SHALL. ACTIVATE TIME FIRE ALARM SYSTEM. GUARDS TO BE PROVIDED THROUGHOUT PREMISES TO PROTECT HEADS FROM ACCIDENTAL. IMPACT. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM. ALL SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BYTUKWILA THE FIRE MARSHALL PRIOR to THE START OF NSTALLATION. ALL WORK INCLUDING DESIGN AND INSTALLATION SHALL BE PERFORMED BY A WA STATE LICENSED FIRE SPRINKLER CONTRACTOR 12, THE BUILDING SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE ALARM SYSTEM AND EMERGENCY AUDIBLENISIBLE ALARM COMMUNICATION SYSTEM. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REaJIWD FOR THE INSTALLATION OF THE FIRE ALARM SYSTEM. WORK SHALL NOT COMMENCE UNTIL THE PLANS HAVE BEEN APPROVED AND THE PERMIT HAS BEEN ISSUED. 13. PROVIDE (U 2A-10BC FIRE EXTINGUISHER (WALL MOUNTED) FOR EACH 3000 SOUAF E FEET OF FLOOR AREA. MAXIMUM TRAVEL DISTANCE SHALL BE 15 FEET TO AN EXTINGUISHER. PER ADA 44 THE FIRE EXTINGUISHERS MOUNTED WITH IT'S LEADING EDGES BETWEEN 21" TO 80" AFF CAN NOT i ROTRI,IDE NO MORE THAN 4- INTO WALKS ,CORRIDOR PASSAGEWAYS;OR AISLES. PORTABLE FIRE EXTINGUISHER HAVING A MINIMUM RATING CLASP k' SHALL BE INSTALLED WITHN 30 FEET OF COMMERCIAL FOOD HEAT -PROCESSING EWIPMENT AS MEASURED ALONG AN UNOBSTRUCTED PATH bF TRAVEL N ACCORDANCE WITH 2O12 INTERNATIONAL FIRE CODE SEC W6. (PROVIDE MINIMUM 1 FIRE EXTINGUISHER PER TENANT LEASE SPACEJ - EXTINGUISHERS SHALL BE INSTALLED N CABINETS AT CERTAN LOCATION F R£aARED BY THE CITY. 14 , LL DECORATIVE MATERIALS ARE REQUIFED TO BE MAINTAINED IN A FLAME-RETARDANT CONDITION. POST NO SMOKING- SKINS N ACCORDANCE 11Y WASHINGTON STATE SMOKING N PUBLIC PLACES ACT 10J60~ 15. �XPOSED NSULATION MATERIALS INCLUDING FACNGS AND VAPOR BARRIERS SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH 2O12 I.B.C, 'R203 AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON TIME PLANS, SECTIONS AND DETAILS, PROVIDE A FIR RESISTIVE FOIL FACED INSULATION OR VAPOR BARRIER AT WARM FACE OF INSULATION. 16. PROVIDE BUILDING ADDRESS ON EXTERIOR FACE OF BUILDING N THE LOCATION ILLUSTRATED ON PLANS, LETTERING AND / OR NUMERALS TO BE 12" HIGH MINIMUM. SYMBOLS SHALL BE OF HIGH DENSITY STYROFOAM WITH METALLIC OR LAMINATE FACE. LEASE UNITS TO BE PROVIDED WITH LETTERS OR NUMBERS OVER EACH ENTRY DOOR LETTERING TO BE APPROVED BY ARCHITECT PRIOR TO APPLICATION. LAYOUTS SHOWN FOR LEASE SPACES ARE PRELIMINARY ONLY AND ARE FOR PURPOSES OF ASSIGNING ADDRESSES, DETERMINING EXIT REOUIR2ENENTS, AND LOCATING TOILET ROOMS. FINAL LAYOUT TO BE SUBMITTED AS TENANTS ARE SELECTED. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON THE REFLECTEr CEILNG PLAN AND SPECFICATIONS. LEASE SPACES REQUIRING SEPARATE SANITARY FACILITIES FOR EACH SEX WILL BE INDICATED ON TENANT IMPROVEMENT. n. MECHANICAL, ELECTRICAL, PLUMBING, LIGHTNG TO BE DESIGN BUILD. CONTRACTOR RESPONSIBLE FOR ALL PERMITS AND APPROVALS. ELECTRICAL: ELECTRICAL RESISTANCE HEAT OR ROMEX WIRING IS NOT ALLOWED. MECHANICAL:TOILET ROOMS SHALL HAVE SEPARATE AND INDIVIDUAL EXHAUST SYSTEMS N SEPARATE SHAFT 2012 INTERNATIONAL MECHANICAL CODE - THE MECHANICALLY OPERATED EXHAUST SYSTEM SNAG- BE CONNECTED DIRECTLY TO THE OUTSIDE, AND THE PONT OF DISCHARGE SHALL BE AT LEAST 3' FROM ANY OPENNG WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. THE MECHANICAL_ EXHAUST SYSTEM SHALL PROVIDE A MINIMUM OF ONE AIR CHANGE EVERY 15 MINUTES. TOILET ROOMS MAY BE UNDER COMMON SYSTEM F SYSTEM HAS NEGATIVE AIR PRESSURE N ALL DUCTS. FIRE/SMOKE DAMPERS SHALL BE INSTALLED IN DUCTS PENETRATING PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS AND CEILINGS PENETRATION OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECT PER 2012 IBC SEC 114. TYPES OF MATERIALS AND PROTECTIVE SYSTEMS SHALL BE DESIGNED AND APPROVED UNDER DEFERRED SUBMITTAL. IS. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (I.E. NO DEAD BOLTS, SURFACE BOLTS, T4111B TURNS, ETCJ 2012 IBC 100819 THE MAN EXIT ONLY MAY HAVE A KEY LOCKING DEVICE F THERE IS A SIGN ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAN UNLOCKED DURING BUSINESS HOURS.- WHEN UNLOCKED, THE DOOR SHALL BE FREE TO SWING WITHOUT THE USE OF ANY LATCHING DEYMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDED THE DOOR WITH THE FLUSH BOLT HAS NO KNOBS OR SURFACE -MOUNTED HARDWARE, AND THE LNLATC 4NG OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION 2012 IBC 1008193. ALL EXTERIOR EXIT DOORS WITH AUTOMATIC CLOSERS SHALL HAVE A MAXIMUM OPENING FORCE OF 81/2 POUNDS(5 POUNDS FOR INTERIOR DOORS) CONTRACTOR TO VERIFY THAT ALL GLAZING UNITS USED IN HAZARDOUS AREAS 2012 I.5.C, 2406. AND SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR 1201, 2012 IBC 24062. Is. ALL DOORS SHALL SWING TO THE HILLY OPEN POSITION WHEN AN OPENING FORCE NOT TO EXCEED 30L 55 IS APPLIED TO THE LATCH SIDE. ATHONCGDJ-P---J.11l 2012 INTERNATIONAL IBUILDING 2012 IN FOW PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FIRE CODE 2012 WAS14 NGTON STATE ENERGY CODE WASHINGTON STATE AMENDMENTS PRn%.P]T.F.CT DHRECTOuRY AR(:;W1TECT: Ot+IJNER CDA + PIRSCHER ARCHITECTS, INC. MANILA SUNSET 20011 BALLINGER WAY NE STE C100 / PO BOX 55429 5255 38th Ave NE SEATTLE, WA S5155 Seattle WA W105 PHN: (206) 368-9668 FAX: (206) 368-9558 P: (We) 358-3316 CONTACT: CARL PIRSCHER CONTACT: MICHAEL PAZ N• ��_' '•�,. �,�sa i.~3$rxkt;; , pig iA t r{ r"{oc�" ��Y �.a, ,,p�,. , a�,.. tQ,��. prv�, ��rx= {y,r, xf�• '•�tix? ;r :M ,,xy�.•. ryry''{yyu« .,p '�yyi�. s.�.t, �rr; y? ?M1, � y,t� ��i': j � ,i` r s'a§ £•�';+ C r' � �5'��' r� 'i `u': � r. 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I y- .,�p-,. ar PERMIT REVISOO N SET DEFERRED SU=MITTALS: MECHANICAL, ELECTRICAL, PLUM=LNG, FIRE ALARM, FIRE SPRINKLER,SIGNAGE, CLASS 1 HOOD 51JILDING SECTION A < SECTION IDENTIFICATION A-3 < LOCATED ON SWEET - WALL SECTION $ < SECTION IDENTIFICATION A-5 < LOCATED ON SWEET - DETAIL < DETAIL IDENTIFICATION A-5 < LOCATED ON SHEET INTERIOR ELEvATION QI F-- ELEVATION IDENTIFICATION '°'-� < LOCATED ON SHEET ROOM SYM50L OFF I CE < ROOM NAME 101 ROOM NUMBER I ROOM MATERIAL CODES 1 A2 lot No FLOOR/BASE 2nd No WALLS/WAINSCOT ,a i _ 11 3rd No CEILING WO SOFT. _CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS A < LETTERS IN ONE DIRECTION L NUMBERS IN THE OTHER DOOR SYMBOL < DOOR NUMBER WALL SYMBOL F--WALL IDENTIFICATION INDOUJ SYM1-30L AW <_WINDOW IDENTIFICATION w,4 Q � ✓r$r btia!„ ....,.�v+"� ..xu. +Vv. 3N!ii�, .,. NORTH ARROW la. PLANNING APPROVED No changes opn be made, to these plans without approval from the Planning Division of DGD Approved BY: nte. �r f AND EQ. EQUAL O.G. ON CENTER L ANGLE EQUIP. EQUIPMENT O/ OVER 0 AT EXIST. EXISTING OPP. OPPOSITE CENTERLINE EXPO. EXPOSED DIAMETER OR EXT. EXTERIOR PL. PLATE ELEVATION MARKER ROUND FO.IC. FURNISHED BY OWNER PLYWD. PLYWOOD -L PERPENDICULAR INSTALLED BY CONT'R. P.P. POWER POLE M POUND OR NUMBER PD. FLOOR DRAIN PLAM PLASTIC LAMINATE A5. ANCHOR BOLT P.E. FIRE EXTING- ACOUS. ACOUSTICAL U15HER R. RADIUS OR RISER FINISH GRADE ELEVATION App. ABOVE FINISH FLR. F.H. FIRE HYDRANT R.D. ROOF DRAIN AGGR, AGGREGATE FIN. FINISH REC. RECOMMENDED ALUM. ALUMINUM FLASH. FLASHING REF. REFERENCE ANOD. ANODIZED FLR FLOOR REINF. REINFORCED TOP OF CURB APPROX. APPROXIMATE FLUOR FLUORESCENT REQ'D. REQUIRED ARCH: ARCHITECTURAL FOUND. FOUNDATION RM. ROOM ASPH. ASPHALT FRM'G. FRAMING FT. FOOT OR FEET S. SOUTH TOP OF PAVEMENT BD, BOARD FTG. FOOTING S.C. SOLID CORE BLOC:. BUILDING FURR. FURRING SCHED, SCHEDULE BLK BLOCK GA. GAUGE SHT. SWEET BLK'G. BLOCKING GALV. GALVANIZED SHT'G. SHEATHING BM. BEAM G.C. GENERAL CONTRACTOR SIM. SIMILAR SOT. BOTTOM GL. GLASS SPEC. SPECIFICATIONS CENTER LINE B.I.R. BUILT UP ROOF GNO. GROUND SQ. SQUARE GR GRADE STD. STANDARD CAB. CABINET GP. GROUP STL. STEEL PROPERTY LIME C.B. CATCH BASIN G.WJ5. GYPSUM WALL STOR. STORAGE CEM. CEMENT BOARD STRUC. STRUCTURAL CH. CHANNEL GYP. GYPSUM SUSP. SUSPENDED J CONTROL JOINT S 4 1/ STAIN AND CENTER LINE OF STREAM C GLG. CEILING HOUR?. HARDWARE ' VARNISH CLR CLEAR HDCP. HANDICAP SVC. SERVICE C.O. CLEAN OUT HDWD. HARDWOOD SYM. SYMMETRICAL COL. COLUMN H.B. HOSE BIBS SAU SIDEWALK CONC. CONCRETE H.C. HOLLOW CORE NEW CONTOUR CONN• CONNECTION H.M. HOLLOW METAL T. TREAD CONSTR CONSTRUCTION HORIZ. HORIZONTAL T.C. TOP OF CURB CONT. CONTINUOUS HR HOUR TEL. TELEPHONE- C.T. CERAMIC TILE HT. HEIGHT TA G. TONGUE AND GTR CENTER GROOVE EXISTING CONTOUR CTSK COUNTER SUNK INST. INSTALLATION THK THICK INSUL. INSULATION T.O.P. TOP OF PLATE OSL.. DOUBLE INT. INTERIOR T.P. TOP OF PAVEMENT DEPT. DEPARTMENT TJL). TOP OF WALL DET. DETAIL LAM. LAMINATED TYR. TYPICAL DIA. DIAMETER LB. POUND REVISION CLOUD DIM. DIMENSION LOC. LOCATION U.B.C. UNIFORM BUILDING ON. DOWN CODE DR DOOR MATL. MATERIAL UJNK UNFINISHED IDENTIFYING NUMBER 2 D.S. DOWNSPOUT MAX. MAXIMUM UOX UNLESS OTHERWISE DWG. DRAWING MFR. MANUFACTURER NOTED M.N. MANHOLE E. EAST MECH. MECHANICAL VERT. VERTICAL EA. EACH MIN. MINIMUM E.IF.S. EXTERIOR INSULATION MISC. MISCELLANEOUS W. WEST FINISH SYSTEM MTO. MOUNTED W/ WITH EJ. EXPANSION JOINT MTL. METAL WD. WOOD EL. ELEVATION WOW. WINDOW ELEC. ELECTRICAL N. NORTH W/O WITHOUT ELEV. ELEVATOR N.I.C. NOT IN CONTRACT W.P. WATERPROOF ENCL. ENCLOSURE NO. NUMBER W.R. WATER RESISTANT E.P. ELECTRICAL PANEL N.T.S. NOT TO SCALE WSCT. WAINSCOT WT. WEIGHT 1.10.Oroo ARCHITECTURAL T-0.1 COVER SHEET T-03 CODE SUMMARY T-1,1 SITE PLAN T-2.1 AS BUILT T-2.2 PROPOSED FLOOR PLAN T-3.1 REFLECTED CEILING PLAN T-5.1 EXT ELEVATION T-1.1 EQUIP SCHEDULE T-13 DOOR AND WINDOW SCHEDULE T-Ib INT ELEVATION T-82. DETAILS REVISIONS No changes shall he made to the scope of work without prior approval of r ilkv;tlla Building Division. NIO T ►:: 1 y!s!ons will require a new plan submittal and may include additional plan review fees. � 1� E bq�-- PPAPIATE PFPIMIT RLE 0,UId iE:D F0R: LW-leclzanical ff"ERoctrical 2j'�mi3ing C Gus Piping City of Tukwila 51 I E DATA JURISDICTION: CITY OF TUKWILLA ZONE: TUC REV WED FOR PARCEL AREA: 141,136 , : MPL ANCE TAX PARCEL NO.: 022300-0010 APPROVED 5U11..-D ING DATA APR 0 7 2016 .Y OCCUPANCY: B CONSTRUCTION TYPE: VB FULLY FIRE SPRINKLED Ci ' Qf"I uMa PROPOSED AREA OF WORK (GROSS): 1,579 SQ FTIL6l�t DIVISION BUILDING AREA (GROSS): 21,eOl BUILDING HEIGHT TOTAL: NO CHANGE TOTAL OCCUPANT LOAD 39 OCCUPANTS FILE riZLS--- 9 PI�rl ravia�'; aPProval is subjoct to 8rrors and onni ;,3ions. A})rove! cif cOrlsdrl.lotion documents dou nc"L' alp,holtzo tk�a viol lyi ; ci 3,9y adopted codo or ordinance. pacoitpt Of aProver; =ioid C and conditions i, acknowlednned: City of Tuwdla BUILDING DIVISI ANDOVER INDUSTRIAL PARK # I LESS ST r ffl!201I!Ex—ra7 �TµG'EN 405 RECEIVEI CITY OF TM IL. e 1 r � � Ib � 1 rPIRSCHER ® [ARCHITECTS WA + Pirscher Architects 20011 Ballinger Way NE, Suite GI00 Shoreline, Washington 98155 (20b)365-gbb8 Fax (206)56"55& SHE=ET: T =-- Owl OF: SHEETS GENERAL CODE 5UMMARY NOTE6 CODE INTERNATIONAL BUILDING CODE - 2012 EDITION (WASHINGTON AMENDMENTS) BUILDING AREA 1,5115 S.F. TENANT SPACE OCCUPANCY CLASSIFICATION B CONSTRUCTION TYPE: ULLY FIRE S ED EXIST DOOR z I EXIST DOOR OCCUPANT LOAD SUMMARY OCCUPANT LOAD FOR DINING R'1. 6 OF FIXED SEATS PER 1004.71 IBC= 31 OCCUPANTS WAITING AREA 1 OCCUPANTSI SQ FT 21 SQ FT/ -I 3 OCCUPANTS OCCUPANT LOAD FOR KITCHEN i OCCUPANT/20OSF. 653 S.F. / 200 SF ■ 3A OCCUPANTS OCCUPANT LOAD FOR MERCANTILE i OCCUPANT /30 SF 65/30 12 OCCUPANTT OCCUPANT LOAD 38b OCCUPANTS TOTAL OCCUPANT LOAD TOTAL OCCUPANT LOAD 0 3S OCCUPANTS TWO BATHROOM REQUIRED ONLY ONE MEANS OF EGRESS REQUIRED EL SCALE; 1/4" _ 11 _ 011 40"X40" CENTER City of TuWia BUILDING DIVISION PERMITOF TUKWILA a, xs ryw a, i�l� W l.� Vl O V n �s PIRSCHER ARCHITECTSI GDA + Pirscher Architects 20011 Ballinger Woy NE, 5ilto OI00 5horollne, Washington 98i55 (20b)5b8-Qbb8 Fax (20b)5b8-9558 SHEET: OF: SHEETS O M�KMVO 0 MEN EXISTING BUILDING N88'40'31"E 351 fa4' IFFT 0 NO 5' BUILDING SETBACK PER CITY OF TUKWILA II II II II II II II II II II II II II til I I I I I � I I I I I I I I I N m II I � IIN II II II II I II II II II I I I I I I I I II II it II II II II III I I I I I I � all � I I t r � ►, 11 1 11 JI Y � I i 1 i tr i , r pp 1 , 24 r IPIRSCHER Iffig ARCHITECTS OVA + Pirscher Architects 20011 Ballinger Way NE, Suite 000 Shoreline, Washington 418155 (206)368-g668 Fax (206)368-g558 5HEET: T � I.,] OF: SHEETS r---,i:ENEfRAL IDEt"IOLITION NOTES: WHEN PATCHING TO MATCH EXISTING ADJACENT SURFACES AFTER REMOVAL OF ARCHITECTURAL, MECHANICAL, ELECTRICAL OR STRUCTIRAL ITEMS, PATCHING SHALL SE DONE WITH FULL PIECES OF SURFACING MATERIAL TO GET A UNIFORM ,APPEARANCE. PROTECT ,ADJOINING IBUILDING SPACES FROM DUST, NOISE, ETC. DURING ALL PHASES OF CONSTRUCTION. REMOVE WALLS AS SHOWN. PATCH FLOOR. PATCH SAND PAINT ADJACENT SURFACES, PROVIDE RU55ER 5 ASE, PATCH WALLS ,AND CEILING. PRIOR TO DEMOLITION, VERIFY THAT ALL ACTIVE MECHANICAL, ELECTRICAL SAND TELEPHONE SERVICES CAN SE TURNED OFF WITHOUT DISRUPTING OTHER ADJACENT ,AREAS OF THE IBUILDING. CAREFULLY REMOVE AND STORE ITEMS TO 5E RELOCATED FOR REINSTALLATION IN NEW CONSTRUCTION. VERIFY RELOCATION OR TERMINATION OF SERVICES IN ALL WALLS TO 5E REMOVED, COORDINATE WITH ELECTRICAL AND MECHANICAL, TRADES PRIOR TO DEMOLITION. PROTECT AGAINST DAMAGE MANY ITEMS TO REMAIN. OWNER WILL NOTIFY CONTRACTOR IN ADVANGE OF DEMOLITION ITEMS TO 8E SALVAGED. PATCH WALLS SAND FLOOR AFTER REMOVAL OF ARCHITECTURAL, MECHANICAL SAND ELECTRICAL ITEMS. CAP WASTE, VENT SAND WATER LINES IN WALLS OR IBELOW FLOOR WHERE PLUMBING FIXTURES ARE BEING REMOVED. DEMO FLAN KEY NOTES: CD NEW I- HOUR WALL TO ROOF STRUCTURE CDREMOVE CEILING �3 EXISTING WALL t0 REMAIN O RELOCATE EXISTING POWER PANEL O REMOVE EXIST WALL NON STRUCTURAL O REMOVE ALL FIXTURES FURNISHINGS AND EQUIPMENT O EXIST STEEL COLUMN t0 REMAIN (T) EXIST DOOR t0 REMAIN UPDATE HARDWARE 70 MEET TENANT REQUIREMENTS O EXIST STOREFRONT t0 REMAIN i Ego IM116 1 M SCALE: 1/4" _ 1►_011 ! 5� 721m mal�� irvi i k�VJ*WED FOR 0�� feq PLIANC APPROVED APR 0 7 2016 City of Tukwila BUILDING DIVISION RECEIVED cirY OF TUKWILA Cm i1� 16 2016 PERMIT CENTER i r I rr OL d) <16 lu d) ts) z�� m� PIRSCHER ARCHITECTS WA + Firscher Architects 20011 Baliinger Way NE, Suite GIGO Shoreline, Washington 15155 (206)36"666 Fox (206)36bASW SHEET: fi=2.1 OF: SHEETS / ACCOUSTICAL TILE � 3 T-3.1 3-5/8" 20 GA METAL STUDS + 16" O.C. CONT 3-5/8" 20 GA METAL SILL TRACK FASTENED WA41LTI X-U21 EXIST SLAB ON SHOTPIN w 1611OC-TWO GRADE 311OG �� EXIST S GAB ON RADE SOUND INSULATION AND WATER RESISTANT GWB IN TOILET ROOM ACT CEILING USING METAL StUpS SLAB ON GRADE LIGHT GAUGE FRAMING CONT 3-5/8" 20 GA TRACK W/HILTI X-U21 SHOTPIN O 16 "OC TWO ROWS 2' O.G. — • 8 SCREWS (TYP) OVER GWB AND [ENT BOARD YPE X GWB ALANT .EMENT BOARD 8" SLANT �/E BASE TO 1 LET KITCHEN ROOM WALL WALL TYPES SCALE: 1-1/2=1'-O" SOUND ATTENUATION BLANKET R-Ii 1� 5/8" TYPE "X" PROVIDE WATER RESISTANT G.W.B. IN WET AREAS "A" EXCEPT 6" METAL STUDS 49 16" O.C. PROVIDE WATER RESISTANT G.W.B. IN WET AREAS FOR GREA5E DUCT I -HOUR l 1 SHAFT AND THRU t ROOF EXTIN51ON t o SEE DETAIL 1/8.1 ONE HOUR SHAFT. 6" 20 GA METAL STUDS ® I6" OCTO THE TO ROOF 5" AIR GAP BTWP HOOD AND WALL GONT 6" 20 GA METAL SIL TRACK W/WILTI X-1.121 SHOTPI 16 "OC 2 ROWS 3" OTC. /\ i 4SS SOUND INSULATION AND WATER RESISTANT GWB IN TOILET ROOM ONE HOUR CONSTRUCTION /r BLAB CONNECTION FOR METAL STUDS EXIST SLAB ON GRADE � 1 6 t-3a 6" 20 GA METAL STUDS a Ito" OC CONT 6" 20 GA METAL a SILL TRACK WA41LTI X-U21 814OTPIN e 1F6"OC 2 ROWS 3" O.C. SOUND INSULATION AND WATER RESISTANT GM IN TOILET ROOM SLAB CONNECTION FOR METAL STUDS FLOOR PLAN KEY NOTES: Oj NEW COOLER AWMEEZER-NOT SUSPENDED TILE ON CEILING O NEW RESTROOM SEE DETAIL I/t-13 FOR MORE DETAIL ®" TEMPERED GLAZING W/SS FRAME SILL HT AT APPROX 40" AFF, HEAD APPROX 1'-0" (COORD W/ TENANT FOR SEE THRU COOKING DIF'LAY REQVIT) ® SEE OWNER FOR LOCATION OF WAINSCOTTING IN DINING AREA ANOPY PASS T14W WINDOW O E 6/T-SZ ® DEMO EXISTING WALL ® DEMO EXISTING BATHROOM 10 FURR OUT EXISTING COLUMN SEE WALL TYPE H ON T-2.2 II 4 I SERVI 12 4'X4' WOOD COLUMN WRAPPED WITH DECORATIVE WOOD VENEER PROVIDE POSITIVE SIMPSON CONNECTION AT CONC FLOOR AND A BEAM ABOVE. rl5i�) NEW RWTROOMn 1R 5/8" TYPE "X" 3-5/8" METAL STUDS 0 16" OTC. PROVIDE WATER RESISTANT G.W.B. IN WET AREAS "B" EXCEPT 6" METAL STUDS a 16" O.C. PROVIDE WATER RESISTANT G.W.B. IN WET AREAS CLASS Imo/ HOOD BIDDER DE516NEP HAT CHANNEL 16" O.G. 5TAINLE55 STEEL PANELS PER ELEVATIONS MINERAL WOOL INFILL 6" COVED BASE �jnru�ri� I al • I BARBEQUE HOOD FOR GREASE DUG' 144OLR SHAFT ANC THRU ROOF EXTEN SEE DETAIL 1/6.1 ONE HOUR SHAFT T( THE ROOF 3" AIR GAP BTW1- HOOD AND WALL. CLASS I HOOD BIDDER DESIGNED HAT CHANNEL ® 16" O.G. STAINLESS STEEL - PANELS PER ELEVATIONS MINERAL WOOL INFILL COVED TILE — EASE " TYPE X GWB ® EA. SIDE. 8" CEMENT BOARD --5" GAP 13ETNIEEN HOOD AND WALL KALL BETYCEN HOODS D OUIBL E HOOD NTs TX- XXXXXX L DO NOT SCALE DRAWINGS 2. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. CONTACT ARCHITECT FOR CLARIFICATIONS. 3.00ORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF FINISH OPENING. SIX INCHES FOR UNIT ENTRY DOORS AND FOUR INCHES FOR ALL OTHER UNIT DOORS FROM THEIR ADJACENT WALL UNLESS OTHERWISE NOTED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN WALLS UNLESS OTHERWISE NOTED. 4.SEE T-1.I FOR TYPICAL ACCESSIBILITY DETAILS 6 PER MOUNTING HEIGHTS OF ALL FF. 4 E' FOR TOILET ROOMS. SEE DRAWING T-7.1 1.00 NOT PENETRATE TOP PLATE OR STUDS IN ROUTING OF EXHAUST DUCT WORK, REFERENCE STRUCTURAL KITCHEN 6" METAL STUDS a IV' O.C. PROVIDE WATER RESISTANT GOB. IN WET AREAS 5/8" TYPE "X" GJ1.15: r 3-5/6" METAL STUDS a 16" O.C. PROVIDE WATER RESISTANT GW.B. IN WET AREAS 20 GA STAINL STEEL PANEL 5/8"' TYPE X GW.B. MINERAL WOOL INFILL 14 20 GA 'HAT CHANNEL 16" O.G. 6"" METAL STUDS i6" O.C. Z 2 MINERAL WOOL INFILL 14 20 GA 'HAT CHANNEL 16" O.C. fo"" METAL STUDS KITCHEN 16" O.C. 20 GA STAINL STEEL PANEL 5/8"' TYPE X GlU.B. SE rA 4 1/2 g xx 22'-S 1/2" W-2 1/2" 34'-11" FLOOR FLAN 5/8" TYPE "X„ 4/ L STUDS UL DES U419-STC-120306 0 4 T-2 tAJCEOt1T/DMMG 1A1 OPEN 0 E2 IN ROOM FINISN SCNEDULE F w c FLOOR / BASE (F) WALL (W) CEILING (0) 1 FINIS M CONCRETE 4 Csll1Js FF&M, TAPED, TEXTL COVED RuMeER SASE GLOft PAW PER TENANT 1 �-FAMM IKAM COLOR PER TENANT 36' WAMSCOTTMG 2 6D TILE WARRY TILE WO TAPED, AND FPR INSTALLED OVER QM 2 'x 24 MAN ED ACT. CEILNCs 3 C 6X6 WHITE CERAMIC TILE TO C81LM 3 A 111 PRIMED, TAPED, TE A40 PTIEN� EPDXY P'AIW }� �./ TEEGIM PR D, ANDP A TE)CTLIRED, AND PANTED �. OPEN TO CORRUGATED ROOF WITI4 EPDXY PANT WA pp Flo Q V l� ((� < !u I— 0 d n (LLI (ri � Z _� �- V A < a O LRE D FUR o� OEMlPLt4NCE m >�. OLL .� APPROVED NOT S: i, APR O'� 2016 ALL FRAMING MEMBERS SHALL BE AS MANUFACTURED BY THE MILCOR DIVISION of PIRSCHER INRYCO, OR APPROVED EQUAL, AND SHALL BE DOF THE JIN I v AND SIZE AS SHOWN ON THE City ofTu it ARCHITECTS BUILD INCH DIVISION GALVAI GALVANIZED TTRACr-, BRIDGING, AUGE STUDS, DDC-OSUFMS AND ACCESSORIES SHALL BE FORMED FROM WA + Plrscher Architects STEEL THAT CORRESPONDS TO THE 20011 Ballinger Way NE, Suite GIOo REQUIREMENTS OF A.STM. A-446, GRADE "A" WITH Shoreline, Washington g8155 A MINIMUM YIELD OF 33~ P.S.I. (206)36"668 ALL GALVANIZEMATUDS AND ACCESSORIES SHALL Fax (206)86"SW BE POF41ED FROM STEEL HAVING A G-60 • GALVANIZED COATING. BOTTOM TRACK WTENED TO CONC W /8" T E X GW5 POWDER ACTUATED TOOL 0 36" OC SHEET: TOP TRACK FASTENED Tl�, tILW Lvb PH SCE' 48" OC'ITY OF TUKWILA WAIL FINISH TO OR G1UB. TAPED, SMOOTH, PRIMED 2" METAL STUDS IV 16" O.C. AND PAINTED. MAil 16 2I010- T 2,,2 PERMIT CENTER XISTI G METAL COLUMN 023 OP: SHBETS 51 4 I. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (D). SOURCE: ASTM E5N30 SECTION 5.1.1. LATERAL FORCE BRACING 1. SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WiRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED SO* FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45- FROM THE PLANE OF THE CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2. 2. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AMC) TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORTA DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. SOURCE CISCA ZONES 3-4. 3. POWER ACTUATED FASTENERS (PAPS), WHEN USED FOR SEISMIC APPLICATION AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E AND F, SHALL HAVE AN ICC-ES APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAP ANCHORS FOR KICKER WIRES (SPLAYED WiRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT. SOURCE: STATE OF OREGON, BUILDING CODE DISIVION. 4. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OP THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED, CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2. 5. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE A5TM E580 SECTION 5.2.5.2. WALL MOLDINGS I. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRiD SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASTM E580 SECTION 5.2.2. SPREADER BARS 1. TERMINAL TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZERS BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WiTHiN & IN. OF EACH WALL. SOURCE: ASTM E580 SECTION 5.2.4. 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. 3. SPREADER BARS ARE NOT REQUIRED IF A SO DEGREE INTERSECTION CROSS OR MAIN IS WITHIN 6 INCHES OF THE PERIMETER WALL. 4. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMTER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION. HANGER (SUSPENSION) WiRES 1. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 TO 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: ASTM C636 SECTION 2.1.4. 2. ANY CONNECTION DEVICE AT THE SUP =8/40RTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: CISCA ZONES 3-4. 3. POWDER ACTUATED FASTENERS (PAPS) ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. SOURCE: STATE OF OREGON, BUILDINGS CODES DIVISION. ELECTRICAL FIXTURES I. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTION FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.4. 2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 561-55. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LiGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E560 SECTION 5.3.5. 3. LIGHT FIXTURES WEIGHING MORE THAN 561-15S. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM E580 SECTION 5.3.6. MECHANICAL SERVICES I. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1. WALL a 00 0 0 0o MIN. 3/4" AT UNATTACHED �WALLS in .s OF SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPENTS FROM SPREADING APART UNATTACHED WALL MOLDING REOU iREMENTS X-XXX.XXX VW. STRUT 012'-0' Or- EACFI WAY W/ FIRST POINT TO BE UNTHN 6'-V FROM EACH WALL. FASTENED TO MAN RN4PER 4 8TRUCTUPIE ABOVE PER WC NO.8039. 80 TAIU FOR VERTICAL STRUT REC'S. 12 GA VERT. HANGER WINE • �, 4'-0' O,G MAX BOTH WAYS OR LE88 LATERAL FORCE BRACING 4 48* EA, 12 GA WIRE SECURED TO S' MA OR MAN RN4ER WITHIN 2' OF LESS CROSS TEE INTERSECTION 4 SPLAYED 90' FROM EA OTHER * 12'-0' O,G N BOTH DIRECTIONS W/ FIRST POINT - WITHN W-0' FROM EA, WALL N RUNNER (BEAM) NOTES: L WATALL SYSTEM N AU.ORDANCE W/ IBC STD TEE NO.8039 , 2. SUPPLY COMPRESSION STRUTS ADJACENT TO LATERAL. BRACING FONTS - SPRING -LOADED OR NOT INSTALLED. S. SUPPLY ADDITIONAL 12 GA. WiNES FOR LIGHT FIXTURES INDEPENDENT OF GRID SUSPENSION SYSTEM 4.ONLY HEAVY DUTY GRD 18 ALLOWED 5. SUPPLY STABILIZER BARS TO PREVENT THE SPREAD OF MAN BEAMS AND/ OR CROW TEES. SUSPENDED CEILING 5R4CiNG NOT TO SCALE LIGHTING SWITCHING REQUIREMENTS A. LOCAL CONTROL AND ACCESSIBILITY: EACH SPACE, ENCLOSED BY WALLS OR DISPLAY. EXHIBITION. AND SPECIALTY LIGHTING CONTROLS, ALL DISPLAY, EXHIBITIOty OR CEILING-WrA41' PARTITION", SHALL BE PROVIDED WITH LIGHTING CONTROLS LOCATED WITHN D. 1?1. , THAT SPACE THE LIGHHTNG CONTROLS, WHETHER ONE OR MOM SHALL. BE CAPABLE OF SPECIALTY LIGHTING SHAD. BE CONTROLLED INIDEPEDENTLY OF GENERAL AREA LIGHTING. TURNING OFF ALL LIGHTS WITHN THE SPACE. THE CONTROLS SHALL BE READILY ACCESSIBLE, E.-'-UT&I"•TIC SW"M C NTIW S. EXTERIOR_ EXMIUOR LIGHTING NOT INTENDED FOR 24-HOUR AT THE FONT OF ENTRY/DOIT, TO PEF40N EL OCCUP`rNG OR USING THE SPACE CONTINUOUS USE SHALL BE AUTOMATICALLY SWITCHED BY TIMER, PHOTOCELL, OR A COMBNATiCN4 OF TIMER AND PHOTOCELL AUTOMATIC TIME SWNTCM6 MIDST ALSO HAVE EXCEPTIONS: THE FOLLC11M LIGHTING CONTROLS MAY BE CENTRALIZED N RIMM PROGRAM BACK -LIP CAPABILITIES, WHICH PREVENT THE LOSS OF PROGRAM AND TIME LOCTATION N SETTINGS FOR A LEAST D HLOURS, F POWER IS NTERIQUPTED. L LIGHTING CONTROLS FOR SPACES WHICH MAT BE USED AS A WHOLE. F. AUTOMATIC SHUT-OFF CONTROLS, INTERIOR; BUILDINGS GREATER THAN SAW Sa FT. AND ALL 2. AUTOMATIC CONTROLS SCHOOL CLAMRO" SHALL BE EQUIPPED WITH SEPARATE AUTOMATIC CONTROLS TO SHUT 3. CONTROLS REQUIRING TRAINED OPERATORS. ' OFF THE LIGHTING OM43 UNOCCUPIED HOURS WITHIN THESE BUILDINGS, ALL OFFICE AREAS 4. CONTROLS FOR SAFETY HAZARDS AND SECURITY. LESS THAN wo FEET SaIARED ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND 15 AREA CONTROL& THE MAX"J M LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE $((ITCH OR AUTOMATIC CONTROL- SHALL NOT ExcEED THAT WHICH 18 PROVIDED BY A M41Y ALL MEETING AND CONFERENCE ROOMS, AND ALL SCHOOL CLASSROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS THAT COMPLY SECTION 153L61 FOR OTHER SPACES AMPM CIROW LOADED TO Not MORE THAN EIGHTY PERCENT. A MASTER CONTROL.. MAY AUTOMATIC CONTROLS MAY BE AN OCCUBPA CY SENSOR TIME SWITCH, OR OTHER DEVICE BE INSTALLED PROVIDED THE INDIVIDUAL BWTCHES RETAIN THEIR CAPABILITY TO FUNCTION CAPABLE OF AUTOMATICALLY SMUTTING OFF LIGHTN& INDEPENDENTLY. CIRCUIT SFEA4M MAY NOT BE USED AS THE SOLE MEANS OF SWITCHING EXCEPTIONS: F.XCEPTIONSK L AREAS THAT MIDST BE COM NUCUSLY ILLUMNATED, OR ILLUMINATED N A MANNER L INDUSTRIAL OR MAMPACTiM43 PROCESS AREAS, AS MAY BE REQUIRED FOR REQUIRING MANUAL OPERATION OF THE LIGHTING 2. EMERGENCY LIGHTING SYSTEM.PRODUJCTIO NTIO 2. AREAS THAN FIVE PERCENT OF Pool"" FOR FOOTPRINTS OVER 100/A00 % SWTCHNG FOR NOMTRIAL OR MANUFACTURING PROCESS FACILITES AS MAY BE REQUIRED FOR PRODUCTION. 8GNL4RE FELT: 4. HOSPITALS AND LABORATORY SPACES 15133 DAYn IG;MT ZONE r24TRO : ALL DAYLIGHTED ZONES, AS DINED N CHAPTER 2, BOTH S. AREAS N WHICH MEDICAL OR DENTAL. TASKS ARE P ARE E>M PT FROM THE UNDER SKYLIGHTS AND ADJACENT TO VERTICAL FENESTRATION, SHALL BE PROVIDED WITH OCCUPANCY SENSOR REQUIREMENT. INDIVIDUAL. CONTROLS, OR DAYLIGHT- OR OCCUPMTT-SEN" A ITCMATIC CONTROLS, WHICH OCCUPANCY SENSORS, OCCUPANCY SENSORS SHALL BE CAPABLE OF AUTOMATICALLY CONTROL THE LK,NTS INDEPENDENT OF GENERA(- LIGHTING. TUmNING OFF ALL THE LIGHTS N AN AREA, NO MORE THAN W MINUTES AFTER THE AREA HAS N ALL AREAS WITH SKYLIGHTS, MONRORS OR OTHER FENESTRATION AT OR ABOVE CEILING REEL VACATED. LIGHT MATURES CONTROLLED BY OCCUPANCY SENSORS SHALL HAVE A LEVEL AND N ALL. AREAS WITH WINDOWS AND ALL AREAS N PARKING GARAGES WITH FACADE WALL.nxNiED, MANUAL. Slow CAPABLE OF TURNING OFF LIGHTS WHEN THE SPACE IS OPENINGS, ALL PEIE'tAt W LUMINAIRES IN THE DAYLIGHTED ZONE ON" BE CONTROLLED OCCUPIED. BY AUTOMATIC DAYLIGHT SENSING COMROLS. THE PRIMARY DAYLl1GMTED ZONE SHALL BE CONTROLLED SEPARATELY FROM TiE SECONDARY DAYLIGHTED ZONE. AUTOMATIC DAYLIGHT SENSNG CONTROLS SHALL: H. AUTOMAT!- TIME IiWTCHE&. AUTOMATIC TIME SWITCHES SHALL HAVE A MINMUM i DAY CLOCK AND BE CAPABLE OF DENG SET FOR I DIPPEASNI DAY TYPES PER WEEK AND INCORPORATE L BE CAPABLE OF IE:DUCNG THE LIGHT OUTPUT OF THE CONTROLLED UJMNAiRES W141LE AN AUTOMATIC 14OLIDAY41HUT-OFF' FEATURE, 1014104 TURNS OFF ALL LOADS FOR AT LEAST 24 HOURS AND THEN RE&UMES NORMAL. SCHEDULED OPERATIONS AUTOMATIC TIME SWITCHES MANTANNG A UNIFORM LEVEL OF ILLUMINANCE BY EITHER: A CONTINUOUS DIMMN3 TO AT LEAST 20% LIGHT OUIFUTk OR SHALT. ALSO HAVE PROGRAM MACK-UP CAPABILITIES, WH104 PREVENT THE LOSS OF B. STEP SWITCHING OF EACH LAMP N NDMOUAL L.UMNAiRES (NCNCOM'NUOUS DIMMING DEVICES SMALL HAVE ADJIETABLE SEPARATION (DP.ADBAND) OF ON AND OFF PONTS PROGRAM AND TIME SETTINGS FOR AT LEAST 10 HCUR6, IF POWER 18 NTERRUF?ED. AUTOMATIC TIME SWITCHES SMALL INCOWORATE AN OVER -RIVE &WINO HIIJG DEVICE WHEN: TO PREVENT SHORT CYCLNG) AND PROVIDE AN AUTOMATIC OFF CONTROL., SWITCHNG ALTERNATE LUMNAlpa 16 NOT PERMITTED EXCEPT' WITH SINGLE LAMP LLMNA►RESt OR A) B READILY ACCESSIBLE, B) IS LOCATED SO THAT A PERSON USING THE DEVICE CAN 80 THE LIGPFHTS OR THE AW-48 G STEP DIMMING BY REDUCING THE OUTPUT OF ALL. THE LAMPS N NDIVDUAL LUMINAIRES CONTROLLED BY THE SWITCH, OR &O THAT THE AREA BEING ILL.IMNATED 18 ANNUNCIATED, BY AT LEAST 50x AND PROVIDE M AUTOMATIC OFF CONTROL. AND 2. CONTROL ONLY LUMNAIRF-S WITHN THE DAYLIGHiED AREA 3. NcowoRATE TIME -DELAY C1RCUIT6 TO PREVENT CYCLING OF LIGHT LEVEL CHANGES C) 16 MANUALLY OPERATED, D) ALLOWS THE LIGHTING TO REMAIN ON FOR NO MORE THAN TWO HOURS WHEN AN OVER -ROE 16 OF LES THAN THREE MINUTES. ANY BITCHING DEVICES INSTALLED To OVERRIDE THE AUTOMATIC DAYLLGHTNG CONTROL NITIATED, AND E) CONTROLS AN ARE -A Not EXCEEDING sAw SaIARE FEET OR 5 PERCENT OF SHALL COMPLY WITH THE CRITERIA N SECTION 813A2 ITEM A THROUGH H E. FOOTPRINT FOR FOOTPRINTS OVER 1W,00 Sa14M FEET, WHICHEVER IS GREATER CCNTKa M DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROUNG DEVICE SERVING NO MORE THAN EIGHT(' FIXTURES 1 60 LINEAR FEET OF FACADE U44CN Vl:R IS L-E86 PROVIDED THAT THEY DO NOT INCLUDE FOR LW4TNG CONTROLS WHICH INCLUDE DAYLIGHT OR OR ZONES FACING MORE THAN TWIG ADJACENT CARDINAL ORIENTATIONS (IE. NORTH, EAST, SOUTH, OCC UFA4T SENSING AUTOMATIC CMMWL.8, AUTOMATIC SHUT-OFF CONTROLS, OCCUPANCY SE1'i80R8, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESED TO WEST). DAYLIGHT ZONES UNDER SKYLIGHTS SMALL BE CONTROLLED SEPARATELY FROM EN& M THAT CONTROL DEVICES, COMIPOLEhITB, EQILIFMENT AND SYSTEMS ARE CALIBRATED, DAYLIGHT ZONES ADJACENT TO VERTICAL. FENESTRATOON. EXCEPTION: THE FOLLOWING ARE EXEMPT FROM THE REQU F8,9 4T FOR AUTOMATIC ADJUSTED AND OPERATE N ACCORDANCE WITH APPROVED PLANS AND SPEC.FICATIONS. SEAS OF OP'EI�A, TMJN SHALL BE FUNCTIONALLY TESTED To ENSURE THEY OPERATE N DAYLIGHTNCs CONTROLS N SECTION 5133, F THEY HAVE SEPARATE CONTROL OF THE LIGHTS N THE DAYLIGHT ZONE, U14IC 14 CONTROL. IS INDEPENDENT OF CEtdE k& AREA LIGWNG ACCORDANCE WITH APPROVED PL." AND SPECIFIC.ATL". A COMPLETE REPORT OF TEST PROCEDURE& AND FSSUUL.TS SHALL BE PREPARED AND PILED WITH THE OWER DRAWING L RETAIL AND RESTA~ SPACES ADJACENT TO VERTICAL. FENESTRATION (RETAIL. AND NOES SMALL R1:QUIRE COMMISSIONING N ACCORDANCE WITH THIS PARAGRAPH. RESTAURANT SPACE& UNDER SKYLIGHTS ARE NOT 001PT) 2. LIGHTN3 EXEMPTEP BY SECTION 150. 3. DISPLAY, EXHUBiTION AND SPPECIALTY LIGHTING C.OMPLYNG UTH SECTION 813A. 4. THE FOLLOWING SPACES ARE EXEMPT FROM THE REQUiF6 ENtTS FOR AUTOMATIC DAYLICHTNCs CCWIWLS N SECTION 15133 PROVIDED THEY HAVE OCCUPANCY 804WR CONTROLS THAT COMPLY WT 4 SECTION 8136J: A SMALL SPACES IN THE OAYLWIED ZONE THAT ARE NORMALLY UNOCCUPIED (SUCH AS STORAGE ROOM W1114 A WIDOW OR RESTIROOMB) JIL ROOMS WITH LESS THAN 3W SQUARE PEET: AND G CaNFORE NCE RDC71'4& 300 8CaliARE FEET AND LARGER T14AT HAVE A LIGHTING CONTROL SYSTEM WITH AT LEAST FOUR SCENE OPTIONS AND AN OCCUPANCY SENSOR CONTROL THAT COMPLIES W114 SECTION 1513b1 5. 140 LAMPS WITH AUTOMATIC CCNIPDLS THAT ARE CAPABLE OF REDUCING THE POWER CON&UMPTION BY AT LEAST UM. 6. HID LAMPS iPJri7 WATTS OR LESS. REFLECTED CEILING PLAN NOTES: L 1.I614TNG SYBTEM;IMITING AND SWNTC.HNG 16 TO ME BIDDER DESIGNED To iMEET SPECFICATIONB, PANEL DESIGN AND APPLICABLE CODES AND REQUiFIS ENT& SEE PROJECT MAMJAI.. 2. MECHANICAL SYSTEM IS TO BE BIDDER DE6WW TO MEET SPECIFICATIONS AND APPLICABLE CODES A40 REGAWR@'ENTTB. 3. VERIFY NUMBER AND LOCATION OF SUPPLY REGISTERS V OWNER AND TENANT BEFORE O►RE PROCEEDING WITH WORD. 4. VERIFY NCR AND LOCATION OF RETURN REGISTERS W/ OWNER AND TENANT BEFORE PROCEEDING WITH IUORK 5. ELECTRICAL, MECHANICAL DEBKN/BUILD CONTRACTORS RESPONSIBLE FOR COORDINATION W/ OTH4ERR SYSTEMS TO AVOID C.ONPLICT. 6. PROVIDE DRAFT157" ABOVE CEILNG TiLE PER IBC 111. (NOTE: DEMI6NG WALLS FROM FLOOR TO ROOF DECK ULL PROVIDE PROPER DRAFTSTOP) PROVIDE LATERAL FORCE BRACING FOR SUSPENDED CEILING PER PET. 2/T-3J S. Y BACK UP' LIGHTS W 0M N SCHWATIC DE OL CONTRACTORS TO PROVIDE NUMBERS AND LOCATION OF FIXTURES PER 1HE CITY JURISDICTION. COORDINATE WITH N8PECIORIEL FMECTED CEILWj FLAN KEY NOTE& O MW �NCAAGOU6TTTWl. ACE WiTH MW V*M &MACOMMUM O DEMO Ex18TR4 IiI NEEDED- NWLACE WITH &W TYPE X clue ® DEMO MOTING CEW.worm W ROOF DECK ® NEW CLAW i HOOD AM ONE HOUR &HAFT TO THE ROOF TO BE BIDDER DESIGNED. SEE DETAILS ON DRAWING T-82 ® OM TO NEW COMlJ MI D ROOF PAft& WIE N TO MU RAR M AND CLOCKIING AT EVAN O a FT IP TYPE X O: b CE.NG O FROM LkIM 0E1411) METAL CAINI r ® CEILMG OWTLEr ® 11" IN POW MA>�i ANDCRILK,�HTNG INSTALLATION BY COOLO® CENTTER PEDANT LI6 M TO TABLE ,2 ATTACHED WALL MOLDING REOU II REMENTS 3 11= i' - 011 TX-XX><.X><>< 12 GA YEW. URE (TYP.) 3 TIGHT TURNS MR (TYP) WITH 3' MAX. MAN RIMER OR CROSS TEE 1 a FROVIDE 3/4'- SPACE a OPP. WALL. ACOUSTICAL CEILING TILE I WAIL (MOLDING) ANGLE 2' MN ATTACH MEMEERS • PERIMETER 4 TWO ADJ. WALLS ONLY. NOTE: SEE STRUCTURAL FOR ADDITIONAL INFO X EXISTING ROOFING 4 ROOF SHEATHING FIRE STOP MATERIAL Ibga. EXTENDED LEG SLIP TRACK, FIRESARE CONT. ATTACH TO PLYWOOD ROOF PANELS. 6" STUD TRACK 5/8" TYPE 'X' G.W.B., DO NOT ATTACH TO TOP TRACK I R STUDS * 48" O.G. TERNATE DIRECTION, \ CONNECT TO ROOF / STRUCTURE. 9' ALC t. X EXISTING ROOFING 4 ROOF SHEATHING FIRE STOP MATERIAL Ibga. EXTENDED LEG SLIP TRACK, FIRESAFE CONT. ATTACH TO PLYWOOD ROOF PANELS. 6" STUD TRACK 5/8" TYPE 'X' G.W.B., DO NOT ATTACH TO TOP TRACK. II I D INSULATII -- ROOM WALLS n ONLY WALL/CEILING INTERSECTION SL iF TfRACK 171�3-1 N I S 211= 1'-011 iGHT FIXTURE SCHEDULE MARK TYPE MANUFACTURER SYMBOL WATT LAMPS NOTES F1 2'x4' TROFFER LITH1t7NIA 2GTL 4 ® 21U3 2 LED LED 1=2 21x4' TROFFER Commercial Electric F� 36 1 LED CHAIN HUNG Model 0 9,4103161 EXHAUST FAN/ F3 DOWNLIGHT BY MEO4. CONTRACTOR FLUORESCENT F4 SUIWACE MOUNTED EXIT LITHONIA LGLC-W-I-R-ELM 25 I LED LIGHT LED OR SIMILAR 1=5 EMERG-ENCY LIGHT LITHONIA ELi-12 LED 49� 15 2 LED OR SIMILAR 1=6 NOT USED F"1 PENDANT 100 1 MCAD CENTER TO TABLE LIGHT I Light Pendant by Mounument LIGHTING TRACK DIRECT FS RACK LGGHT( LiGNTING HT-60088-LED-3-KIT-BLK vv17 g 3. LED Nuvo Lighting SF77/088 White Four Fgv1ANITY LIGHTS Light 24" Vanity with White "U" LED Channel Glass Shade, in White Finish g 4 fREFLECTEID CEILINGs FLAN SCALE: 1/4111 _ V-011 NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS. • ED PR 07 2016 RECEIVED CITY OF TUKWILA, I"U%R562013 HERMIT CENTER 1 r r T 1 1 � 1 , PAP 1 t 1 Z IU to k 0 2 ZJ� Q W zrK < LLL t) O a 1.0 °ot�� PIRSCHER ARCHITECTS WA + Fischer Architects 20011 Ballinger Way NE, Suite 0I00 Shoreline, Aashington 98155 (206)568-1668 Fax (206)368-9558 d SOUTH ELEVATION FLOOR PLAN KEY NOTES: I� TENANT TO REUSE SICsNAGE FROM ANOTHER STORE. PROVIDE POWER AND INSTALL SIGN O CD REVIEWED FOR CODE COMPLtA C APPROVED APR 0 7 2016 City of Tulwla BUILDING DIVISON- RECEIVED CITY OF TUKWILA N'�111 16 201u PERMIT CENTER t r i ►' II 1 II II i 1 ti�ll I i 1 � 1 1 PIRSCHER ® ARCHITECTS GDA + FYrschar Architects 20011 Ballinger Way NE, Sulto GI00 Shoreline, Washington 98155 (206)368-g668 Fax (206)36"558 SHEET: OF: SHEETS EQUIPMENT SGHE E)UL E ITEM5 PROVIDED BY OmmTENNANT AND IN5TALLED BY 6ENERAL GONTRAGTOR. TY I No. DESCRIPTION MANUFACTURER & MODEL 1 101 FIRE EXTINGUISHER K SERIES PROVIDED BY GC INSTALLED BY GC 1 102 FIRE EXTINGUISHER 2AIOB:C PROVIDED BY GC INSTALLED BY GC 1 103 MENU BOARD PROVIDED BY TENANT INSTALLED BY GC 1 04 EXTERIOR SIGNAGE Salisbury Lockers Ten —Tier Plastic PROVIDED BY TENANT INSTALLED BY GC 1 05 EMPLOYEE'S LOCKER MESA SAFE MLF3020EE PROVIDED BY TENANT INSTALLED BY GC 1 106 SAFE PROVIDED BY TENANT INSTALLED BY GC 1 107 PROVIDED BY TENANT INSTALLED BY GC 1 108 POS PROVIDED BY TENANT INSTALLED BY GC 1 112 4' ORDER COUNTER PROVIDED BY TENANT INSTALLED BY GC 1 113 1 TELEPHONE SYSTEM PANASONIC KT—TG9478 PROVIDED BY TENANT INSTALLED BY GC 1 114 IDEGREASER D—CARBONATOR 40 GAL PROVIDED I Y TENANT INSTALLED BY GC 1 115 SELF SERVE BEVERAGE DISPENSER W ICE BIN AT TOP Coca Cola PROVIDED BY TENANT INSTALLED BY GC 1117 COFFEE MAKER Bunn VP17-2 SS NOT SHOWN PROVIDED BY TENANT INSTALLED BY TENAIT 1122 Food Processor NOT SHOWN) Waring WFPI4SW PROVIDED BY TENANT INSTALLED BY TENAM 1123 STOCK POT WARMER TURBO AIR TASP-18 PROVIDED BY TENANT INSTALLED BY GC 1124 IBUN RACK CHANNEL 620 FRONT LOADING PROVIDED BY TENANT INSTALLED BY GC 1 126 Rice Warmer NOT SHOWN TOWN RM-55N—R 55 PROVIDED BY TENANT INSTALLED BY GC 1 133 ICE MAKER HOSHIZAKI F-330BAH—C PROVIDED I Y TENANT INSTALLED BY TEW 2 134 Microwave Oven SHARP R2.1 LCF PROVIDED BY TENANT INSTALLED BY GC 2 140 Exhaust Hood Captive Air PROVIDED BY GC INSTALLED BY GC 1 149 Conveyor Oven Lincoln Im in er 1116000U PROVIDED BY TENANT INSTALLED BY GC 1 150 Range 24 TURBO AIR TAR-4 24 PROVIDED BY TENANT INSTALLED BY GC 1 151 Radiant Charbroiler — 48" WITH STAND STAR 6148RCBF PROVIDED BY TENANT INSTALLED BY GC 1 153 24X36 TABLE PROVIDED BY TENANT INSTALLED BY GC 1 154 Fryer, Gas FRYMASTER GF40 SD GAS FRYER PROVIDED BY TENANT INSTALLED BY GC 1.160 Walk—in Refrigeration/Freezer Box and Compressor 70X7OX56 Masterbilt PROVIDED BY TENANT INSTALLED BY GC 1 163 Refrigerated Counter, Sandwich Top TRUE TSSU-60-16 PROVIDED BY TENANT INSTALLED BY GC 1 164 Refri rated, Work Top True TWT-36 PROVIDED BY TENANT INSTALLED BY GC 1 165 Ice Cream Freezer True TFM-29FL WHT PROVIDED BY TENANT INSTALLED BY GC 1 166 Ice Cream Dipper Well Grindmaster FW-510 dipper well & faucet PROVIDED BY TENANT INSTALLED BY GC 1 167 Ilce Shaver Hatsuyuki HC 8E - DIRECT CIRCUIT REQ PROVIDED BY TENANT INSTALLED BY GC 1 169 lWork Table-30" x60" ADVANCE TABCO SLAG-305 PROVIDED BY TENANT INSTALLED BY GC 1 170 lHot Food Table VOLLRATH 38105 SERVEPAN (ELECTRIC FIVE PAN PROVIDED BY TENANT MUS.LED BY GC 2 171 PREP SINK 3—COMP RIGHT HAND SINK & FAUCET W HANDLES ADVANCE TABCO KM SLAG-303//KMS-11B-305L WiTH FAUCET ELKAY 3C18X24-L-18X STANDARD SINK PROVIDED BY TENANT INSTALLED BY GC PROVIDED BY TENANT INSTALLED BY GC 1 173 FRE RINSE UNIT T&S B-0133-01 PRE -RINSE PROVIDED BY TENANT EMLLED BY GC 1 174 CLEAN RIGHT HAD DISH TABLE CMA CR-36 PROVIDED BY TENANT INSTALLED BY GC 1 175 Mop Sink 24 x 24 x 10 Mustee 63M PROVIDED BY TENANT INSTALLED BY GC 2r78 TANKLESS ELECTRIC WATER HEATER NORITZ NC 250 PROVIDED BY GC INSTALLED BY GC 2 Hand Sink KROWNE HS-26L PROVIDED BY TENANT INSTALLED BY GC 4 Wall Shelves NOT SHOWN ADVANCE TABCO WS-15-96 PROVIDED BY TENANT INSTALLED BY GC 2 Wall Shelf for Microwave Advance Tabco MS-18-24 PROVIDED BY TENANT INSTALLED BY GC 2 Wall Shelves NOT SHOWN — — PROVIDED 6Y TENANT INSTALLED BY GC 1 a eves NOT SHOWN ADVANCE TABCO WS-15-144 PROVIDED BY TENANT INSTALLED BY Gc 1 Wall Shelves NOT SHOWN JOHN BOOS BHS1863—TS PROVIDED BY TENANT INSTALLED BY GC 1 Work Table-30" x 36" ADVANCE TABCO KM SLAG-303 PROVIDED BY GC INSTALLED BY GC 2 194 POT FILLER FAUCET T&S 5-0594 POT FILLER FAUCET PROVIDED BY TENANT INSTALLED BY GC 1 196 GREASE INTERCEPTOR PROVIDED SY TENANT INSTALLED BY GC PROVIDED BY GC INSTALLED BY GC 1 198 SPLASH GUARD PROVIDED BY TENANT INSTALLED BY GC 3 199 FLOOR DRAIN PROVIDED BY TENANT EffN.LED BY GC 1 200 CHEF BASE REFRIGERATION TRUE IF<CB_72PROVIDED BY TENANT INSTALLED BY GC 1 201 CUSTOM CABINET DESIGN PER TENANT PROVIDED BY TENANT INSTALLED BY GC 2 202 SHELVING 18X48X72 PROVIDED BY TENANT INSTALLED BY GC 1 203 SHELVING 18X6OX72 PROVIDED BY TENANT INSTALLED BY GC 2 204 SHELVING 24X48X72 PROVIDED BY TENANT INSTALLED BY GC 1 205 SHELVING 24X54X72 PROVIDED BY TENANT INSTALLED BY GC 2 206 SHELVING 30X54X72 PROVIDED BY TENANT INSTALLED BY GC 1 207 ISHELVING 24X36X72 PROVIDED BY TENANT INSTALLED BY GC 1 208 SHELVING 24X48X36 PROVIDED BY TENANT INSTALLED BY GC 1 209 emica is was er Ecolab INFERNO - w/ VAPPR VENT or sim PROVIDED BY TENANT INSTALLED BY GC 210 SHELVING 1 8X36X72 PROVIDED BY TENANT INSTALLED BY GC 1 213 SOUND SYSTEM ( OPTIONAL: GC TO COORDINATE WIRING AND LOCATION WITH TENANT) PROVIDED BY TENANT INSTALLED BY GC 1 214 PREP REFRIGERATOR True TSSU-27-8-1 PROVIDED BY TENANT INSTALLED BY W 2 DOOR REACH IN REFRIGERATOR True T-49PROVIDED BY TENANT INSTALLED BY GC 1 216 " Y m" PROVIDED BY TENANT INSTALLED BY GC 4 217 300THS 63"W X 43" L SEAT 4 MILLENNIUM OAK SLAT WALL STYLE BOOTH PROVIDED BY TENANT INSTALLED BY GC 2 218 PICNIC TABLE 38 W X 74 L 3 219 PROVIDED BY TENANT INSTALLED BY GC 1 220 WAITING BENCH PROVIDED BY TENANT INSTALLED BY GC 11221 48" PICNIC BENCHES ALL FOOD MUST BE STORED 6" FROM FLOOR 011 I. An indirect waste drain Is required for the food preparation sink, three -compartment since„ mechanical dishwasher, ice machine, pop dispenser, running water dipper well, steam table, walk-in refrigeration, and any equipment in which food is placed. 2.If the establishment continues to be in operation during the remodel, dust barriers must be Installed to ensure that food protection and 6afet9 are not compromised. The food service establishment will be required to discontinue operations If any disruption in water, electrical, or sewer service occurs, due to the remodel. Handwaeh facilities must be kept accessible and functional during all hour& of food service establishment operation. 3.A horizontal separation of at least 16 inches or a vertical partition of I6 Inches in height i6 required between the food preparation sink and all other since and/or sources of contamination. 4.Hot water must be available to all handwash alnks within 15 seconds. The hot water for the fac111ty must not be used at any plumbing fixture for a minimum of 6 hours prior to the preoperational inspection. This is required so that proper testing of the 15-6econd time requirement for hot water avallab111t9 can be completed. 5.AI1 food service equipment, both new and used, must be listed b9 the National Sanitation Foundation (NSF) or equivalent for its intended use. Used and new refrigeration must be capable of holding potentially hazardous food at 41T- or below. &.Used equipment is subject to oneite inspection to determine acceptability for use in the proposed food service establishment. Used equipment must be clean, to proper operating condition, and in good repair. Used refrigeration must be capable of holding potentially hazardous foods at a temperature of 41•- or below (.Extra wall protection 16 required on walls behind all 6111M, including restroom handwash sinks, and food preparation counter& and tables. A 1&-inch high badcsplaeh of plastic laminate, fiberglass -reinforced plastic or equal is acceptable. A badcaplaeh higher than 16 inches to required on the wall behind counter top equipment taller than 1& inches. Floor to telling protection is required on the wall behind dishwashers. Wall protection behind mop sinks must cover the entire splash zone. Plastic coated hardboard is not acceptable. &.All floors In the kitchen, food preparation, food service, food storage, and dishwashing areas must be surfaced with a durable, nonabsorbant, eaelly cleanable material. Expansion Joints, seams, saw cute and the like to concrete floors in all areas, including customer seating areas, must be filled and sealed so as to provide a smooth and cleanable surface. B.The tailing above the food preparation areas must be nonperforated, nonabaorbent, smooth and easily cleanable. 10. All light fixtures In food preparation and storage areas must be provided with covers or shatterproof bulbs. II. Plumbing must most state and local codes. 12.The ventilation system shall be installed and operated to most applicable building, mechanical and fire codes. EL PAPER TONAL 0I5PEN5 � No CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 50AP DISPE Q Q � PUBLIC HEALTH - KING HEALTH DEPARTMENT INSPECTION REQUIRED UPON COMPLETION OF WORK PRIOR TO OPENING HAND SIN E U � �N T LAN P-LAM WALL PROTEGTIO OR EQUAL BEHIND ALL 5INKEE SCALE: 1/4" =1' _fD" HANDS[NG ELEVATION SCALE:1/211 - 1'0" 11 GAP g cooLeR . WALL rrn. 50' 61P.50, 2x4 HOOD 5TUD, 5/8" EXTERIOR GRADE PLYWD. 1/2" "BARD FRP FINISH, SEE PLAN AND NOTE �. FOR HT. AND LOCATION. v . jjjj,,,, H TO BE 51L SEALED FTO�IN LIP �.r 1• _ :• r rL111150K r TO PLYHOOD PER RECOMMENDATIONS. r� MOP SINK TOP OF PLYWOOD BACKIN6 EL: 102" TOP OF PLATFORM R Ab" BOTT. OF PLYWOOD BACKING EL: Sb" SEE -EXTERIOR ELEVATION REVIEWED FOR CODE COMPLI,A APPROVED bPR 0 -1 2016 . City of TuWA BUILDING DIV(SI PLATFORM SHELVIN6; 24" DEEP HIRE SHELVING W MATCHIN6 HALL MOUNT BRAGKET5, 5EE EQUIPMENT PLAN AND SCHEDULE FOR COUNT, SIZE, AND LOCATION. PACKAGE 15 PART OF OWNERS EQUIPMENT PAGKA6E INSTALLED BY THE 6ENERAL CONTRACTOR. 6L. TO ANCHOR HALL BRKTS. #10 PHIH IP5 HEAD 5GREW (21) 50' PLYWOOD BAGKIN6 IN LIEU 5/8" GYP. BOARD INSTALLED BY THE &L. -� STUD WALL FRAMING FRP WALL FIN15H MATERIAL — ^.T.R�VVE'9' 'w/l SHELVING INSTALLATION TYP A A .. 4 IL. ArA •&GaitsI U 4 I".. PERMIT CENTEF a ? � ` r r u u i I , A t Z O 1� Z � to �— OL d) lu d) Z 117 < d) 44 OL Z i 0 Oi m LE W 9 LL FI _ ■ W11 ARCHITECTS WA + Pirecher Archlted a 20011 Ballinger Way NE, Suite 0100 Shoreline, Washington 48155 (206)566-4668 Pax (206)56"558 SHEET: T 1,.I OF: SHEETS 1' MN. 9' MAX. \Wig \ 4 Eb ELEVATION LIGHT FIXTURE vERrrr uuRR CEILING PLAN. B' VSMCAL GRAK3 MAR - P-LAM OR APPROVED WAN 364 REAR CAM MAR 42' SIDE GRAM MAR FLUSH CONTROL TO ME ON C GIVE OF TANG NOT MORE TM 44' AF.P TOILET PAPER 0I61°EN6ER- TE MKPOSW SUPPLY DRAIN LINft FLOOI" a &. ONTO 111AI I - GENERAL NOTES L TOILET ROCK PLAN AND ELEVATION& ILLUSTRATED ABOVE ILLUSTRATE FIXTL M CLEARANCE DMOMONS FROM FINISHED FLOOR OR WALL, MOWTNO F ISM, AND ACCESSORY PLACIWMIT. ACTUAL LAYOUT MAY VARY, SEE FLOOR PLAN FOR CORRECT LAYOUt DpIENSIONS NOTES, AND MIPM W TYPICAL FOR ALL. TOILET ROC.+MS UNLESS, OTt ERW W NOTED. WE ROOM FINISH SCFEDUL.E FOR TOILET ROOK FINISHED 2. MIRRORS LOCATED ABOVE 6W.6 SNAIL BE MOUNTED W/BOTTOM EDGE OF RN LECTNa SUIVAGE 40 MAXftM ABOVE FINISH FLOOR 3. GRAM BARS I V4' - 1 140 MXIO D I I*$ FTC" 01ALI. MARS SHALL BE CAPABLE OF SUI"PORT1Na DW um LIVE LOAD WITHOUT PE171MANENT DEFLECTION. 2. LAVATORY RAM FIGHT SHALL ME MAXIUM 34' ABOVE FINISH FLOOR AND AND ITS LOWER EDGES NOT TO EXCEED 2'-a' ABOVE FINISH FLOOR THE FAUCET LEVER HANDLE LOCATED NO MORE THAN no FRCM FRONT EDGE CIPAVATO!!Y. 3. FL OORA SHALL BE SMOOTH, HARD, NON-ABSORM W SUIWACE THAT EXTENDS Uf%om ONTO T'FE WALLS At LEAST 6 NCMN& 4, TOILET ROOM FAN TO ME INTEGRALLY SUTCHED WITH TOILET LIGMT. D. CONCRETE OR CM 1IL411 N TOILET ROOMS SHALL ME FURRED OUT UT14 9/6' TYPE 'X' &Yr6UM BOARD OVER AND FINISHED 6PnLAR TO ADJACENT WALLS. 6. GYPSUM MOARD APKIED TO PLU"ASM SHALL. ME WATER-M616TANT 1. TOILET PAPER DISPENSER& SHALL ME LOCATED 1 • MNMUM AND S' MAXA AJM N FRONT OF THE WATER CLOSET MEASURED TO TFE CENTERLINE OF THE D16PE WR THE OUTLET OF THE 0ISPEN6ER SHALL ME 50 MNNA" AND 48' MAX" ABOVE THE FLOOR, AND SHALL NOT BE LOCATED MEHNV TFE GRAB SAM DISPEI9ER6 SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW COMINJOS PAPER FLOUL a OPERA M PARTS SHALL BE OPERABLE WITFI ONE HAND AND SHALL NOT REMM Tlf W GRASMNck PNWM OR WSTNa OF THE MOT. THE FORCE IQEGUIRED TO ACTIVATE OPERABLE PARTS SHALL BE a POUNDS MAXMM s TOILET FLUSH VALVE TO BE ON OPEN SIDE OF TANK W. PROVIDE BLOCKING AS RECUIRED TO SUPPORT ALL FDCMIREG, FURdISHNGB AND 96IUIPM W INDICATED. 200 IBC 4 ICC ANSI ABUT-211 S NOTE: CONTRACTOR TO INSURE THAT TOILET ROOM EXHAUST SYSTEM 15 CAPABLE OF COMPLETELY CHAN61N6 AIR EVERY 15 MINUTES AND POINT OF DISCHARGE 15 AT LEAST 5 FEET FROM ANY OP'ENIN6 INTO THE BUILDING, TYPICAL. 42' C4VAB45AR 54' 39 E TYP FOR Uwr Fixnm TO EL£GTRl k Gamma; ©11IL 3' WIDE DOOR AATH LS*moTo AT RESTROOM PLAN TYP SCALE: 1/4"■ I'-0' USE FM MOW KILT AND AND CL EARA = WOX �UIINPOW NO D � F E e C� � f NIA Ouu &CHEDULE „ _ ,_ 11 lU WINDOW DETAILS CD *ALL DOORS ARE 1 3/4" THICK UNLESS NOTED OTHERWISE 41_0�: O Uj :3 Q OPENING Q 0- z SIZE - _ cq W02 4'-0" x V-S" ALUM I CLR TEM A 0 ALUM -ALUMINUM INS -INSULATED SAFETY GLASS WD -WOOD FNT -PAINTED FINISH VYL -vINYL CLR -CLEAR TEMP -TEMPERED GLASS 1. ALL WINDOWS MUST HAVE U-VALUE OF 030 OR LESS AND SHGC-VALUE OF 0.40 OR LESS 2. ALL WINDOWS MUST BE LABELED W/ RATED U FACTOR, SHGC, VT 4 LEAKAGE RATING 3. AIR LEAKAGE OF WINDOW ASSEMBLIES SHALL MEET THE PROVISIONS OF WSEC TABLE 402.43 I fJ SAFETY GLAZING PER IBC 2406.1 REQUIRED, PROVIDE IDENTIFICATION PER IBC 24063 SEE ENLARGED UNIT PLANS FOR LOCATIONS REQUIRING SAFETY GLAZING PER IBC 2406.1 PROVIDE IDENTIFICATION PER IBC 2406.3 DOOR NUMBER DOOR SCHEDULE ui Lu POOR �+t FRAME BALL DOORS ARE 1 3/4" THICK UNLESS -1 4 z NOTED OTI-ERWI If W_ (L/ W- w N W_ Ix W 3 OPE w o W o a o a w� d) QZ LE = 1 3'-0" X 1'-0" A SC as AL PF 2 3'-0" X 1'-0" Ia SO PT WD EI EXISTING ,V2 EXISTING POOR$ TO BE HANDICAP REMARKS ABBREVIATIONS O O IR T Y F DETAILS ALUM-14LLIMHJM SCALE: 1/4" • r-0" HM -HOLLOW METAL 8C -SOLID CARE WD -WOOD PINT -PANTED FNIBH w BTANLEBB STEEL PNIBH FF -FINISH 32 2,22,28,34 2,Z8,�✓r✓- PER �`- I I A B FLUSH WOOD DOOR NOTES L IN A GROUP A OCCUPANCY HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M AND 6, AND IN CHURCHES, ONLY CNE, MAIN EXTERIOR DOOR (OR ONE, MAN, EXTERIOR PAIR -OF -DOORS) MAY UTILIZE 20" IBC 1008.1 W ITEM 2 WHICH STATES I. PROVIDE DECAL SIGN WITH 1" HIGH LETTERS ON 23. HUSH FULLS. • "THE LOCKING DEVICE SHALL BE READILY DISTINGUISHABLE AS LOCKED," CONTRASTING BAICKGROIJND READNG: THIS DOOR 24 USH LATE PPLATE. A READILY VISIBLE DURABLE SIGN SHALL 15E POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR StATNG: TH16 DOOR t0 REMAIN TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED-. UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE N LETTERS I INCH HIGH ON A CONTRASTING BACKGROUND. LOCATE ON THE INSIDE OF TRANSOM. 25. PUSH PLATE, PULL BAR 2. DOOR SURFACE WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE 2. PROVIDE AND INSTALL 6" SQUARE INTERNATIONAL 26, LATCH GUARD. FULL WIDTH OF THE DOOR PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16" OF 114E SAME PLANE SYMBOL OF ACCESS SIGN. THE SIGN SHALL BE AS 114E OTHER ALONGSIDE THE DOOR AT THE LATCH SIDE (WITH 21. PASSAGE LATCH. MENS/WOh'ENS SIGN FOR TOILET ROOMS). TACTILE 3. PAIR -OF -DOORS HARDWARE= MANUAL OPERATED FLUSH BOLTS NOT PERMITTED. APROVED AUTOMATIC FLUSH BOLTS TO BE USED AND CHARACTERS SHALL BE 48" MIN. ABOVE THE 28 ALL DOOR HARDWARE TO BE SINGLE ACTION LEVER NO DOORKNOB OR SURFACE -MOUNTED HARDWARE FOR THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS. FLOOR MEASURED t0 THE BASELINE OF THE LOWEST TACTILE CHARACTER AND MAX ABOVE ADA j TURN HARDWARE AT A MINIMUM 4. THRESHOLDS AT DOORWAYS: IF PROVIDED THRESHOLDS AT DOORWAYS SHALL BE I" INCH MAXIMUM IN HEIGHT. RAISED THE FLOOR MEASURED t0 THE BASELINE OF THE LI THRESHOLDS AND CHANGES HANS IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. HIGHEST TACTILE 04ARACTER PER ICC/ANSI 29. LEVER HANDLES, BOTH SIDES. S. HARDWARE HEIGHT: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES SHALL BE INSTALLED 34 INCHES MIN. AND All IJ-2003 SECTION '1033J0 48 INCHES MAX ABOVE THE FLOOR 3. PROVIDE SIGNAGE PER CODE. SEE INTERIOR SIGN W. LEVER HANDLE ON INSIDE ONLY. NO OUTSIDE ACCESS. 6. DOOR HARDWARE CONFIGURATION: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS CHART• SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING 3L PROVIDE LEVER HANDLES ON ALL MAN DOORS (EXCEPT OF THE WRIST TO OPERATE. STOREFRONT). 1. DOOR OPENING / CLOSING FORCE: THE OPENING FORCE FOR INTERIOR SIDE -SWINGING DOORS, WITHOUT CLOSETS SHALL NOT EXCEED A 5-POUND 32. ELIASON RESTURANT SWNGINCs DOOR FORCE. FOR OTHER SIDE -SWINGING, SLIDING, AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND FORCE. THE DOOR SHALL BE SET N MOTION WHEN SUBJECTED TO A 30-POUND FORCE. THE DOOR SHALL SWING TO A FULL -OPEN POSITION WHEN SUBJECTED TO A 33• PAD LOCKING SYSTEM IS -POUND FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE. WIT14N AN ACCESSIBLE ROUTE, AT EXTERIOR DOORS WHERE ENVIRONMENTAL CONDITIONS REQUIRE A CLOSING PRESSURE GRATER THAN 85 POUNDS, POWER OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE OF 34. PRIVACY LATCIL TRAVEL. 35. PROVIDE PUSH BUTTON LOCK 8, SPEED OF DOOR WITH CLOSER: DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF SO DEGREE$, THE TIME REQUIRED TO 46- LOCK FUNCTION. MOVE THE DOOR t0 AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. 4. PROVIDE SIGNAGE INDICATING ROOM USE. 31. DEAD BOLT. 9. SPEED OF DOOR WITH SPRING HINGES: DOOR SPRING; HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 10 DEGREES, THE DOOR S. U VALUE MAX ■ 0.60 FOR SYSTEM TESTED AS UNIT SHALL MOVE TO THE CLOSED POSITION IN 15 SECONDS MINIMUM. ASSEMBLY (SOLID DOORS). 38 DEAD BOLT WITH T14U MB TURN. 10. A TACTILE SIGN STATING EXIT AND COMPLYIN GIWTH ICC A111J SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, AND EXIT 6. DOOR U-VALUE OF NOT MORE THAN 0b0, WINDOW 396 DEAD15OLT MOUNTED NO 141G4ER THAN 48" ABOVE THE PASSAGEWAY AND THE EXIT DISCHARSE. U-VALUES CANNOT EXCEED 0b5. FLOOR 1. GLAZING U-VALUE OA0. 40• PROVIDE "IUIOX" BOX 8. MAX TRANSMITTED TEMPERATURE OF 450' 41. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS 9 DOOR ASSEMBLY INCLUDING GLAZING SHALL BE LABELED FOR 114E REQUIRED FIRE PROTECTION LOCKED. INTERIOR /� SIGN CH Ci'IAN /� I RATING AND INSTALLED N ACCORDANCE WITH THEIR 42. CANE BOLTS LISTING. GLAZING FACTORY INSTALLED. 10. OFFSET DOORS AND GLASS. 43. SUPP1-Y YON DUPRIN PANIC EXITING DEVICES ON SIGN 1 INTERIOR SIDE OF LOCKSET OR EQUAL. it. NA ` 44, NO LOCKING FUNCTION FROM INTERIOR ALWAYS UNLOCKED 12. DRIP CAP IN DIRECTION OF EGRESS. NO OUTSIDE ACCESS. WHITE SYMBOL 13. WEATHERSTRIPPING. 4b. LOCKING LEVER HANDLE AT EXTERIOR WITH "KNOX" BOX 46. NO LOOKING FUNCTION FROM INTERIOR, ALWAYS UNLOCKED. 14. GASKETNG. BLUE 15. THRESHOLD 41. AUTOMATIC UNLOCK TRIGGERED BY FIRE ALARM. BACK6ROUND Typ. 16. ELECTRONIC CONTROLS W/ CHAIN HOIST BACK UP. 48• RECESSED FINGER PULLS ON EACH SIDE OF DOOR 4*,.H . LEAF - PADDLE LATCON INSIDE, PULL BAR ON WHITE TEXT Il. SELF CLOSING OUTSIDE. AND BRAILLE INACTIVE LEAF - AUTOMATIC FLUSH BOLTS AT TOP AND BOTTOM, PROVIDED INACTIVE DOOR SHALL NOT HAVE TYP. rr IS, SELF CLOSING WITH CONCEALED CLOSURE. DOOR KNOB OR SURFACE - MOUNTED HARDWARE. 19. SELF CLOSING WITH CLOSER g0_ 1-1/2 PAIR 180' EXTERIOR BUTTS W/ NON -REMOVABLE PINS. 51. DOOR SWEEP 20. CHAIN STOP WITH HOLD OPEN. 52. SILENCER SIGN TYPE 2L HOLD OPEN 53. BOTH LEAVES ACTIVE VISUAL 22. DOOR STOP 54. SELF -CLOSING, PRO RAMED 4 M;V NISHED SEE A-23. BRAILLE RESTROOM PICTOGRAPH 55. LOC. KNS MECH. KEYED FOR TENANT • • • SIGN MATERIAL ACRYLIC, PLASTIC APPROVED E 3 ►*R 0 7 2016 N. City of TuWla BUILDING DIVISION RECEIVED CITY OF TUKWILA I iAil,l 16 201-0 PERMIT CENTER i r i r i II ► 11 T 1 II 1 � 1 1 MEMNON MEN 1 FPIRSCHER ARCHITECTS WA + Pirscher Architects 20011 Ballinger Way NE, Sulte 0I00 Shorellne, Washington 98155 (206)56"668 Fax (206)56"556 SHEET: OF: SHEETS 2L STI♦ Ws TIE 2-2x4 STUDS 2X b STUD TATEI� /^t1/1A1 2X4 STUD woop t91QaaGEtB->sol. TO STUDS AND CLOCKNG NDOW TI♦n" I A W-00X I"N .p0 9 I _ r 5ERV1G�EC �4N�f=lI�5EGT1oN " )5G4LE:1/211=11-011 I IN 1/2' -4 1/2" , WEE FRP TANKLE55 ELEG HOT WATER TANK! MOP SINK ELEY 2 SCALE: 1/2" - 1'0" H6T t NO. TENANT �y C d t SERVICE L I Nr- I SCALE:1/4" - I'0" 22'-9 1/2" fw=�K7LL7HELF�7754ELF WALL SHELF HALL. 5HELF WALL SHELF FRP FRP FRP ® CHEM 015HAM SHE Q FRP J LOGE 5 PRE INK HADSNK DGEASEPREP SINK T55 TAB 3 OMP 5 K 6REA5E TRAP H6T $ NO. PER - TENANT HOT $ NO. PER - TENANT PAPER TOWEI D15PEN5ER 50AP D15PEN 5PLA5H CUAF SELF RIMMING HAND 51NK MOUNTED IN THE COUNTER Y4A5H I NG AREA ELr-Y SCALE:1/2" - 1 01 Iro,-`-j" WALL SHELF UlUl WALL SHELF U WALL 51-�LF WALL SHELF FRP DIPPER WELL 5FLF RIMMING HAND51 NG E-LE-Y SCALE:1/2" - 1'0" 41d WALL SHELF NN WALL SHELF FRP ICE SHAVER W GE MAKER t 1l WED FOR I CODE C MPLIANCE APPROVED APR 0 7 MS city Of Tuk"'Is BUILDING I'i RL0N 1 r r RECEIVED CITY OF TUKWIt-A PERMIT CENTEIR r T A II II 11 t 1 jr T � I I 1 , "+ r PIRSCHER LARCHITECTS OV!,PI rocher Architects 20 Way NE, Suite 0100 Shoreline, Washington 415155 (206)566-9666 Fax (206)368-9558 SHEET: T == =1 , & OF: SHEETS 2 T-E ]CANOP-r DETAIL 1 1/4"=1'-P,II 5" Type X GWB to roof structure DOUBLE -WRAP WITH 3M FIRE BARRIER DUCT WRAP 615+ AROUND EXHAUST DUCT IS FROM THE TOP OF THE HOOD TO THE BOTTOM OF THE EXHAUST FAN ASSEMBLY. 1CKSPLASH 111.00" HIGH 72.00" LONG n, HOOD IDE51GN 3 4 t-82 T-82 I I 1 j I j `o" G• I I I I ° UNE Of MIN (2) #10 CLNG AS c TEKS SCREW TYP OCCW — -----------------t--------- I 1 I WALL 5UPP0RT The top of the hood to above the ceiling line 3 sided stainless steel shroud installed 16 GA 7/8' 14TL HAT i C I NIa ® 2r OC j W/ (2) 08 WD SKEW TO TOP CHORD I a 1 20 GA 3 5/8' MTL STUD 16 16' OC i (E) PUND SHEATING SUP )TRUCK TEKS SCREW 70 EA CHANNEL STUD WAl1S RUNNING PERP T ARAC1 SUP TRUCK DIRECTLY TO EA WT CHORD W/ (2) #8 WD SCREW 20 GA WIT CHANNEL BENI MIL SIUD � W/ (SCREW #t _ Cat.� R STUD WALL OR OFFIT ® IC OC WALL 5UPP0i;RT e TFRU55 � LATERAL 5UPP0iRT 31VI fire Barrier Duct wraps 615+ Commercial Grease Duct Systems (Figure 4) 1 1or 2-Hour Sliaft Alternative Zero Clearance to Combusti Suggested Roof Vent 1. Duct 2. Roof Assembly: 3, Roof Flashing 41, Vent:Flashing 5. Two layers 3M` Fire Barrier Duct Wrap 61 a-1- 6.1:itestopping Systein for Rated Roof Assemblies Only '1. Extend wrap a ruin, distaxacc that nieet:5 local code requirements for clearance to combustibles Nole: $ysie,m integrity is limilcul by quality of instcallcalion. Consult curr•ertl nclgpt ndvni testing laboratories (e.g: Inlertek, UL) for Design ar• Syste/rr.Details. B 11 ROOF VENT 19 1/2" 19 1/2" VENTED CURB 22" 20 GAUGE STEEL CONSTRUCTION ` 3" FLANGE ROOF OPENING .� 171/2 DIMENSIONS 17 1/2 PITCHED CURBS ARE AVAILABLE 6 3/4" FOR PITCHED ROOFS. 29° SPECIFY PITCH: 12" EXAMPLE 7/12 PITCH = 30° SLOPE NJ HOOD it INSTALLATION 3NV" Fire Barrier Duct Wrap 615+ Grease Duct Systems (Figure 6) Suggested Grease Hood Installation 1. Two layers )M" Fire Barrier Duct Wrap 615+ 2. ScotcV, Filament Tape 898 (or similar) for temporary hold 3. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 4. 61 (152,4nini) long, 12 Gauge Copper -Coated Insulation Pins with Speed Clips —OR- 5, 12 Gauge cupped head pins 6. Y (76.2mm) min, perimeter overlap 7. 3" (7G,2mrn) min. seam overlap . 8. Cutout Duct Wrap around junction boxes or fan louvres ayote: Systein integrity is limiteel by eywithy of instcrlleatiotr. DO HOOD INSTALLATION 1 W V.V. 1 &- I � VIM II /I 2X& BLOCKING �E]I SKEWED JOIST H R 1/2' PLYWOOD ' 4XIm WOOD HD JOIST HANGER 2X6 RAFTER ® 24" O.G 24 GA CORRELATED I❑I ROOFING-PROVID BLOCKING m E S 2X4 0VOSED _ OUTRIGGERS 0 16" ACT CEILINGS 0 — KITCHEN C,4NOPY SUPi=OPT 111=1'-OII PIN ®16" OC .� • l!--1 l � t--1 L. l � f--I l GAUGE WALL SLAB CONNECTION J o ❑ o o O PARTITON TYPE PLAN d AS SCHEDULED w Q 2 1/2" X 2 1/2" X 3/16" STEEL iY TUBE POST 2 1//2" X 1 1/2" X 1/4" STL �4 BASE PLATE ANCHORED TO p FLOOR 3/4" tl'P. 0 lu t O / ❑ (4) 1/2" DIA. EXP. • BOLT ANCHORS ISOMETRIC WITH 2-1/2" MIN. EM5ED P,4RT I T I ON SUPPORT POST 12 N.T.S. -7 PARTITION SUPPORT POST � 1 18 \ It t-8Z 3-1/21LLASS FIBER INSULATION RC-1 CHANNEL 4" 20 GA METAL STUDS ® 16" OC CONT 6" 20 GA METAL e SILL TRACK WA41LTI EXIST SLAB ON X-1.121 SHOTPIN a 16"OC GRADE \ 2 ROWS 3" ` 3 T-2a IV=W I rnlUfM 14 UL DES U41S STC-120306 O inn 2Xa"e16" OC ASTENERS�B"OG :TION A GA. S.S. ,RNER GUARD TOP OF BASE BOTTOM OF G. —ATTACH ' CONST. HESIVE R'E�Vww{{��� ''WED FOR�+.- ODE, MPLI)ANCE PROVED APR 0 7 2016 cfty ofTykM Bl,IkI*G DIVISION 6 T-3.1 % 6" 20 GAI. STEEL STUDS 16" O.G. TYP. ACT GEILIN Ahl ANOPY PR K I TCMEN = TAKE OUT II " TYPE X GAB ® EA. 51 DE. a" CEMENT BOARD 6" GOYE BASE EALANT � 1 SLAB CONNECTION FOR METAL STUDS EXISTIW5 ROOFINCa 4 ROOF SHEATHING IRE STOP MATERIAL J U U U U 16Ga. EXTENDED LEG SLIP TRACK, ATTACH TO � PLYUIOOD ROOF PANELS. 3-1/2" STUD TRACK 5/8" TYPE 'X' B:,. DO NOT 1 �61 V [ D TOP T Y OF TUls.i1lll_p Ml16 In LASS WOOL PERMIT CE TER 1 5LIP TR C:K-ONE NR RATED 2"=1' -0" 9.25OZ55 I I u i u 1 ,t � 1 ' 1 Q� OL 4z IU d) z �� K < mIJA P I R S C H E I III WNIARCH ITECT GDA + Plrocher Architects 20011 Hallinger Way NE, Suite GIOo Shoreline, Washington 618155 (206)36"666 Fax (206)36"5w SHEET: T 0.,2 Di=: SHEETS I. ALL CONSTRICTION SMALL CONFORM TO T1E 2012 EDITION OF THE INTERNATIONAL BUILDING CODE 2. ALL CONSTRUCTION SHALL BE DONE N ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF C0WLIM OR CHANGES BE'11I DETAILS OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. 4. SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, SIGNS, REFRIGERATION EQUIPMENT, SEVER NOOK -UPS AND THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR T14E INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUN"BNG, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PARKING, 8048 AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. 5. SPECIAL INSPECTOR'S SHALL BE APPROVED BY T1E BUILDING OFFICIAL PRIOR TO CONSTRUCTION. 6. T1E BUILDER'S COPY OF THE APPROVED SET OF PLANS MUST BE AVAILABLE TO INSPECTOR'S AT THE JOBSITE 1. FIRE SAFETY DURING CONSTRICTION SHALL COMPLY MATH 2O12 INTERNATIONAL FIRE CODE. THERE THE CODE STATES 'WHERE REQUIRED". SUCH SECTIONS ARE REQUIRED WINLESS A WRITTEN EXEMPTION TO THE SECTION HAS BEEN SUBMITTED t0 T1E DEPAnMENT AND APPROVED. S. FINISH FLOOR RSFERENCE DATUM EQUALS l0-09. REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. % ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE. 10. CONCEALED SPACES 2012 SEC 118-PROVIDE HORIZONTAL FIREBLOCKING IN ALL WOOD FRAME WALLS At 10-0" ON CENTER AND DOM FRAME WALLS PENETRATE CEILINGS. FIREBLOCK ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO HORIZ AREAS NOT EXCEEDING 3,000 SR OR NOT REQUIRED IF BUILDING IS SPRINKLED 2009 IBC 118,4. DRAFT STOP CONSTRUCTION: THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDED FROM THE CEILING TO THE UNDERSIDE OF THE ROOF DECK MATERIAL SHALL BE V1' GYP. W. OR 3/8" PLYWD. OR OTHER APPROVED MATERIAL OPENINGS N T1E PARTITIONS SHALL BE PROTECTED BY SELF CLOSING WITH AUTO LATCHES, PER 2012 IBC 1I$A.1U IL AN AUTOMATIC SPRINKLER SYSTEM THAT CONIFORMS WITH ALL RECOMMENDATIONS OF AN APPROVED RATING BUREAU AND NFPA PAMPHLET NO. IS AND IS CONNECTED TO AN ALARM RECEIVING FACILITY AS APPROVED BY THE CITY OF SHORLINIE FIRE MAR SHALL SHALL BE INSTALLED. ACTIVATION OF THE FIRE SPRINKLER SYSTEM SHALL ACTIVATE THE FIRE ALAW SYSTEM. GUARDS t0 BE PROVIDED THROUGHOUT PREMISES TO PROTECT HEADS FROM ACCIDENTAL IMPACT: A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM. ALL SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BYP"ILA THE FIRE MAR SHALL PRIOR TO THE START OF INSTALLATION. ALL WORK INCLUDING MS04 AND INSTALLATION SHALL BE PEA BY A WA STATE LICENSED FIRE SPRINKLER CONTRACTOR 12. THE BUILDING SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE ALARM SYSTEM AND EMERGENCY AUDIBLE/VISIBLE ALARM COMMUNICATION SYSTEM. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE FIRE ALARM SYSTEM. WORK WALL NOT COMMENCE UNTIL THE PLANS HAVE BEEN APPROVED AND THE PERMIT HAS BEEN ISSUED. 13. PROVIDE (1) 2A-I= FIRE EXTWBUISM R (WALL MOUNTED) FOR EAC14 30M SCLIARE FEET OF FLOOR AREA. MAXIMUM TRAVEL DISTANCE SHALL BE 15 FEET t0 AN EXTINGUISHER PER ADA 4A THE FIRE EXTINGUISHERS MOUNTED WITH ITS LEADING EDGES BETWEEN 21" TO 80" AFF CAN NOT PROTRUDE NO MORE THAN 4" INTO WALKS rAMDOR, PASSAGEWAYS,OR AISLES PORTABLE FIRE EXTINGUISH -ER HAVING A MNlM M RATING CLAY IC SHALL BE INSTALLED WITHIN 30 FEET OF COMMERCIAL FOOD HEAT -PROCESSING EQUIPMENT AS MEASURED ALONG AN UNOBSTRUCTED PATH OF TRAVEL. IN ACCORDANCE WITH 2O12 INTER1ATIONAL FIRE CODE SEC 906. (PROVIDE MINIMUM I FIRE EXTINGUISHER PER TENANT LEASE SPACE). EXTINGUISHERS $WALL BE INSTALLED IN CABINET'S AT CERTAIN LOCATION IF R EGUIR'ED BY THE CITY. 14. ALL DECORATIVE MATERIALS ARE FEQJIRED TO BE MAINTAINED N A FLAME-RETARDANT CONDITION. POST NO SMOKING' SIGNS IN ACCORDANCE W/ WASHINGTON STATE SMOKING IN PUBLIC PLACES ACT 10.1609W 15. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT t0 EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL. OR CEILING SURFACE FINISH 2O12 18r.,1203 AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON THE PLANS, SECTIONS AND DETAILS, PROVIDE A FIRE RESISTIVE FOIL FACED INSULATION OR VAPOR BARRIER AT WARM FACE OF INSULATION. 16. PROVIDE BUILDING ADDRESS ON EXTERIOR FACE OF BUILDING IN THE LOCATION ILLUSTRATED ON PLANS, LETTERING AND / OR NUMERALS t0 BE 12" HIGH MINIMIft SYMBOLS SHALL BE OF 14I04 DENSITY SIYROFOAM WITH METALLIC OR LAMINATE FACE. LEASE UNITS TO BE PROVIDED WITH LETTERS OR N IM ERRS OYER EACH EN I RY DOOR LETTERING TO BE APPROVED BY ARCHITECT PRIOR TO APPLICATION. LAYOUTS SHOWN FOR LEASE SPACES ARE PRELIMINARY ONLY AND ARE FOR PURPOSES OF ASSIGNING ADDRESSES, DETERMINING EXIT REQWRRIII , AND LOCATING TOILET ROOMS FINAL LAYOUT TO BE SUBMITTED AS TENANTS ARE SELECTED. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON THE REFLECM CEILING PLAN AND SPECIFICATIONS. LEASE SPACES REQUIRING SEPARATE SANITARY FACILITIES FOR EACH SEX WALL BE INDICATED ON TENANT MPROVEMENT 11. MECHANICAL, ELECTRICAL, PLUMBING, LIGHTING TO BE DES04 BUILD. CONTRACTOR RESPONSIBLE FOR ALL PERMITS AND APPROVALS. ELECTRICAL: ELECTRICAL RESISTANCE 1EAT OR ROMEX WIRING IS NOT ALLOWED. MECHANICAL=TOILET ROOMS SHALL HAVE SEPARATE AND INDIVIDUAL. EXHAUST SYSTEMS IN SEPARATE SHAFT 2012 INTERNATIONAL MECHANICAL CODE. THE MECHANICALLY OPERATED EXHAUST SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE, AND THE POINT OF DISCHARGE SHALL BE AT LEAST 3' FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. THE MECHANICAL EXHAUST SYSTEM SHALL PROVIDE A MINIMUM OF ONIE AIR CHANGE EVERY 15 MINUTES. TOILET ROOMS MAY BE UNDER COMMON SYSTEM IF SYSTEM HAS NEGATIVE AIR PRESSURE IN ALL DUCTS. FIfIE/SF,IOKE DAMPERS SHALL BE INSTALLED INDUCTS PENETRATING PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALL$ AND CEILINGS PENETRATION OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECT PER 2012 IBC SEC 114. TYPES OF MATERIALS AND PROTECTIVE SYSTEMS SHALL BE DESIGNED AND APPROVED UNIDEZ DEFEND SUBMITTAL. 18 EXIT DOORS SMALL BE OPENASLE FROM 'THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL I" UILEDGE OR EFF;60 (IF- NO DEAD BOLTS, SURFACE BOLTS, THUMB TURNS, ETC). 2012 IBC IM19 THE MAIN EXIT ONLY MAY HAVE A KEY LOCKING DEVICE IF THERE IS A SIGN ADJACENT TO THE DOOR STATING 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS.' WHEN INLOCKED, THE DOOR SHALL BE FM TO SWING WITHOUT THE USE OF ANY LATCHING DEVMATIC FLUS14 BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDED THE DOOR WITH! THE FLUSH BOLT HAS NO KNOBS OR SURIFACE-MOUNTED HARDWARE, AND THE LNLATCHING OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION 2012 IBC 1008.1.93. ALL EXTERIOR EXIT DOORS WIT14 AUTOMATIC CLOSERS SHALL HAVE A MAXIMUM OPENING FORCE OF 81/2 PO=S(5 POUNDS FOR INTERIOR DOORS) CONTRACTOR TO VERIFY THAT ALL GLAZING U611TS USED IN HAZARDOUS ACAS 2012 IS C. 2406. AND SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CPR 1201, 2012 IBC 2406.2. 13 ALL DOORS SHALL SWING TO THE FULLY OPEN POSITION WHEN AN OPENING FORCE NOT t0 EXCEED 30LBS IS APPLIED TO THE LATCH SIDE. C(ODII; I I� )1' 1 A I(DIN 2012 INTERNATIONAL BUILDING 2012 NTERNATIONAL FIRE CODE 2012 UNIFORM PLUMBING CODE 2012 WASHINGTON STATE ENERGY CODE 2012 INTERNATIONAL MECHANICAL CODE WASHINGTON STATE AMENDMENTS "'gag, x} •, lr.. • rg.,f„ Y.Y; t' ,5 w' Y ,r:,. K,, 2a ra �� _„ •it` ;t ifs 't<€:;, ;� rt is r ?, f t;'r �„7, >n71;?,'� �';,j`: ,�;F �;�� �✓.,n �l �^ 7,I" . t~$ :� U,TG „� P r� ,,Sr Y.tt +? 'z3 �'?� �r�f't. : t;"= � •: t 3.:,, 47� t • S �', tarn t^f r,. x.. �� sYt, �� �' lry, ���� >tx s cj� �y ,+� 'z,r" �`P uY�r v l��z �s� }7%t i„' ✓:a' �� :� � � . �' � � } �•; Ott, � r j, �,� , rtI, fir'.'o-.. ��r, F..i, qcs`. a•' ;, two. ,A a��,. _..� � .��✓. .�t�,�m. �' � ..,�.. .mow. ,�a,�_ a�ii . - �•. .,aaa � irr�a,�., 3ry _.�x. � f�Jc° a,.. � `� t��. _o,�s3w a �a aam, %x�} rb.� a , ` .. to •,S rt Y.t ,,, T 4 , :&z..,.... ��+?,Y.*ma,x. n,., .,,ftk'i�x .;eriv3;�"Y:... 'i 4' ..:aS;y :�t+✓.a�•,..:,,,.,,:�.zr3� .J}�u.. � �, �, Y ,.. .. \n�fE~4*�.. PERMIT �`ET I "F A D FOR• lochanical ,,�Eectrical U P,umbhV Gasftbv QNS, of Tukwft DEFI I Ma I nma 11 0 1 I&SE111 11 MIWON LS: MECHANICAL, ELECTRICAL, PLUM = ING, FIRE ALARM, FIRE SPRINKLER,SIGNAGE, CLASS 1 HOOD 5UILDINCa SECTION ,4 < SECTION IDENTIFICATION < LOCATED ON SHEET- IN WALL SECTION $ E SECTION IDENTIFICATION A-5 E LOCATED ON SHEET.. DETAIL 2 < DETAIL IDENTIFICATION A-5 <— LOCATED ON SHEET INTERIOR ELEVATION QI < ELEVATION IDENTIFICATION �°'-� < LOCATED ON SHEET ROOM SYMBOL OFF ICE < ROOM NAME 101 < ROOM NUMBER ROOM MATERIAL CODES 142 Ist No FLOOR/SASE 2nd No WALLS/WAINSCOT 3rd No CEILING 950 SOFT. _CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS PR(DJECT D -CTORY A < LETTERS IN ONE DIRECTION ARCHITECT: OUNE NUMBERS IN THE OTHER CDA ; PIRSCHER ARCHITECTS, INC. MANILA SUNSET 20011 BALLINGER WAY NE STE C100 / PO BOX 55429 5255 38th Ave NE SEATTLE, WA WISS Seattle WA 98105 DOOR SYME30L PII (206) 368-9668 FAX: (206) 368-SBSS P: (808) 358-3316 CONTACT: CARL. PIRSCI-ER CONTACT: MICHAEL PAZ DOOR NUMBER WALL SYMBOL ><--WALL IDENTIFICATION WINDOW SYMBOL /<—WINDOW IDENTIFICATION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED NORTH ARROW C.J V f AND Ea EQUAL O.C. ON CENTER L ANGLE EQUIP. EQUIPMENT O/ OVER 0 AT EXIST. EXISTING OPP. OPPOSITE CENTERLINE EXPO. EXPOSED DIAMETER OR EXT. EXTERIOR PL. PLATE ELEVATION MARKER ROUND PD.I.C. FURNISHED BY OWNER PLYWD. PLYWOOD L PERPENDICULAR INSTALLED BY CONT'R P.P. POWER POLE A POUND OR NUMBER F.D. FLOOR DRAIN PLAM PLASTIC LAMINATE A.B. ANCHOR BOLT F.E. FIRE EXTING- ACOUS. ACOUSTICAL UISHER R. RADIUS OR RISER FINISH GRADE ELEVATION AI ABOVE FINISH FLR F.H. FIRE HYDRANT R.D. ROOF DRAIN AGGR AGGREGATE FIN. FINISH REC. RECOMMENDED ALUM. ALUMINUM FLASH. FLASHING REF. REFERENCE ANOD. ANODIZED FLR FLOOR R£INF. REINFORCED TOP OF CURB APPROX. APPROXIMATE FLUOR FLUORESCENT REQ'D. REQUIRED ARCH. ARCHITECTURAL FOUND. FOUNDATION RM. ROOM ASPH-H. ASPHALT FRM'G. FRAMING FT. FOOT OR FEET S. SOUTH TOP OF PAVEMENT BD. BOARD FTG. FOOTING S.C. SOLID CORE BLDG. BUILDING FURR FURRING SCHED. SCHEDULE BLK BLOCK GA. GAUGE SHt. SHEET BLK'G. BLOCKING GAI GALVANIZED SHt'G. SHEATHING BM. BEAM G.C. GENERAL CONTRACTOR SIM. SIMILAR SOT. BOTTOM GL. GLASS SPEC. SPECIFICATIONS CENTER LINE BLI.R BUILT UP ROOF GND. GROUND Sa SQUARE GR GRADE STD. STANDARD CAB. CABINET GP. GROUP STL. STEEL PROPERTY LINE C.B. CATCH BASIN G.W.B. GYPSUM WALL STOP, STORAGE CEM. CEMENT BOARD STRUC. STRUCTURAL CH. CHANNEL GYP. GYPSUM SUSI SUSPENDED CONT OL J It, S IN . �IYIYIYI�111�111�71 ARCHITECTURAL T-0.1 COVER SHEET T-03 CODE SUMMARY T-1.1 SITE PLAN T-2.1 AS BUILT T-22 PROPOSED FLOOR PLAN T-3.1 REFLECTED CEILING PLAN T-5.1 EXT ELEVATION T-1.1 EQUIP SCHEDULE T-13 DOOR AND WINDOW SCHEDULE T-1Io INT ELEVATION T-6.1 DETAILS RLE COPY Cl Permit No. • Plan review approval is SAW to errors and omissions. Approval rf t-onstruction documents does not authorize the violation of any adopted code or ordinance. Receipt Of approved Field Co and conditions is acknowledged: By: Date: / G City of Tukwila BUILDING DIVISION I Do- TAM, � WTA45 SITE DATA JURISDICTION: CITY OF TUKWILLA ZONE: TUC PARCEL AREA: 141,136 TAX PARCEL NO.: 022300-0010 _BUILDING DATA OCCUPANCY: B CONSTRUCTION` TYPE: VB FULLY FIRE SPRINKLED PROPOSED AREA OF WORK (GROSS): 1,5'19 SO FT y BUILDING AREA (GROSS). 21,90i BUILDING I.1EIG14T TOTAL: NO CHANGE TOTAL OCCUPANT LOAD 14 OCCUPANTS REVISIONS No changes shall Ian rir�, ,'4 to the scope 87 r.�' • 1 i � n prior a pprovc,i of Building Division. will require a new plan submittal wI iJ may Include additional plan review fees. I ANDOVER INDUSTRIAL PARK # 1 LESS ST CORRECTION ^ is OLTR#_.�— � TUKWILA PKWY VICINITY MA NOT TO SCALE r,REVtEWED FOR BODE COMPLIANCE APPROVED OCT 2 8 2015 City of. Tukwila BUILDING DIVISION SOT :MR BLVD TUKWILA PKWY 51TE RECEIVE 0 inr of ru riu► OCT 2 12015 PERMIT CENTER PIR! ARCH GDA + Pirscher Architects 20011 Ball"r Way NE, Sulte Shoreline, Washington cialS (206)368-41668 Fax (200368-IIIM SHI=ET: OF: SHE EL GENERAL COZ)E 5UMMAR"T- NOTE5 CODE INTEI;�NAVONAL 5UILDIWz CODE - 2012 EDITION (WASHINGsTON AMENDMENTS) 5UILDIW3 AREA 1,51S S.F. TENANT SPACE OCCUPANCY CLASSIFICATION 5 CONSTRUCTION TYPE: 1/5 FULLY FIRE SPRINKLED EXIST DOOR OOR An UPMT LOAD SUMMARY OCCUPANT LOAD FOR DINING: RM. 6 OF FIXED SEATS PER 1004.1 15C= 6 OCCUPANTS WAITING AREA 1 OCCUPANT/1 SQ FT 21 60 FT/ -I 3 OCCUPANTS OCCUPANT LOAD FOR KITCHEN 1 OCCUPANT/200S.F. 653 S.F. / 200 SP ■ 33 OCCUPANTS OCCUPANT LOAD FOR MERCANTILE 1 OCCUPANT /30 SF 65/30 12 OCCUPANTT OCCUPANT LOAD 13.5 OCCUPANTS TOTAL OCCUPANT LOAD 14 OCCUPANTS SO LESS THAN 15 ONLY ONE 5ATHROOM REQUIRED 0 KtV[-VVED FOR OODE COMPLIANCE APPROVED ,w OCT 2 8 2015 CRY of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 12015 PERMIT CENTER DRAWN: m CHECK: CFP JOB NO: 15013 ww:3 vJ ' < lu 60 a i - r Q a LjJ 00n co v a V / Go D V / < OL aj vlm N o0 Q Q C) LL 3 LL Q PIRSCHER ARCHITECTSI CDA + Pirscher Architects 20011 Ballinger Way NE, Suite C100 Shoreline, Washington 98155 (206)368-9668 Fax (206)368-9558 0 5 1 TE FL AN SCALD: 1" = 20'-0" SCALE- 1 " = 20' 0 10' 20 4060' -0k• REVIEWED FOR ODE COMPLIANCE APPROVED 4 OCT 2 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 12015 PERMIT CENTER JOB NO: 15013 O Z I.b L d ^ IL�IB� c(10 Q O H O a CO a 00 Z U) 3: < J.. v y ` I" Um N F' Q wOL �a Q a I— O� O V ILL SHEET: T � 1,,l OF: SHEETS WHEN PATCHING TO MATCH EXISTING ,4DJAC:ENT SURFACES AFTER REMOVAL OF ARCHITECTURAL, MEC,HANIC;AL, ELr=CTRIC;AL OR STRUCTIR4L ITEMS, PATCHING SHALL BE DONE WITH FULL PIECES OF 5URFAC, ING MATERIAL TO GET A UN IFORM APPEARANCE. PROTECT ADJOINING BUILDING 51=AC:E6 FROM DUST, NOISE, ETC. DURING ALL PHASES OF CONSTRUCTION. REMOVE WALL5 AS SHOWN. 1=,4TC:H FLOOR. 1=,4TC:H ,AND PINT ADJACENT SURFACES, PROVIDE RUBBER 8,45E, PATCH WALLS AND C:E IL ING. PRIOR TO DEMOLITION, VERIFY THAT ALL ,ACTIVE MECHANICAL, r=LECT1;RIC4L AND TELEPHONE SERVICES CAN BE TURNED OFF WITHOUT DISRUPTING OTHER ADJACENT AREAS OF THE BUILDING. CAREFULLY REMOVE AND STORE ITEMS TO BE RELOCATED FOR REINSTALLATION IN NEW CONSTRUCTION. VERIFY RELOCATION OR TERMINATION OF SERVICES IN ALL WALLS TO BE REMOVED, COORDINATE WITH ELECTRICAL AND MECHANICAL, TRADES PRIOR TO DEMOLITION. PROTECT AGAINST DAMAGE ANY ITEMS TO REMAIN. OWNER WILL NOTIFY CONTRACTOR IN ADVANCE OF DEMOLITION ITEMS TO BE SALVAGED. P4TC:H WALLS AND FLOOR ,AFTER REMOVAL OF ARCHITECTURAL, MEC:H4NIC;AL AND ELECTRICAL ITEMS. CAP WASTE, VENT AND WATER LINES IN WALLS OR BELOW FLOOR WHERE PLUMBING FIXTURES ARE BEING REMOVED. DEMO FLAN KEY NCTES. O NEW I- HOUR WALL TO ROOF STRUCTURE O REMOVE CEILING 3O EXISTING WALL TO REMAIN GD RELOCATE EXISTING POWER PANEL O REMOVE EXIST WALL NON STRUCTURAL O REMOVE ALL FIXTURES FURNISHITJCsS ANp EQUIPMENT O7 EXIST STEEL COLUMN TO REMAIN 8O EXIST POOR 70 REMAIN UPDATE HARDWARE TO MEET TENANT REQUIREMENTS O EXIST STOREFRONT TO REMAIN lip j=&;._.-__ d--vm-momm-amm —rjw--- 'Ll 5GALE. I/it 11 _ 11_0II ; KhVIEVVED FOR CODE COMPLIANCE APPROVED OCT 2 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 212015 ■m■1111 0,t��llll DRAWN: X)V'i ;CHECK: CFP JOB NO: 1501 i- Q z I- Q n co a Q W co a (� Q o0 (c Q �- �/ 1 3 J U N Q w Q -i 0 � a ca Q 0 I— O 3� a O z LL PIRSCHER ARCHITECTS CDA + Pirscher Architects 20011 Ballinger Way NE, Suite C100 Shoreline, Washington 98155 (206)368-9668 Fax (206)368-9558 SHEET: �=2.1 PERMIT CENTER OF: SHEETS SOUND INSULATION AND WATER RESISTANT GW8 IN TOILET ROOM q m ACT GEIUNrs USING METAL STUDS SLAB ON GRADE LIGHT GAUGE FRAMING CONT 3-5/8" 20 GA TRACK W/HILTI X-1121 SHOTPIN * 16 "OC TWO ROWS 2' OTC. • 8 SCREWS (TYP) P OVER GWB AND MENT BOARD TYPE X GWB CEMENT BOARD 8" HIGH TOILET & KITCHEN ROOM WALL 1-1/2 ov=110-011 _jfOR GREASE DUCT SHCT AFT AND THRU i 1 ROOF EXTINSION T 3a SEE DETAIL 7/8.1 � Q � ONE HOUR SHAFT b" 20 GA METAL STUDS I ' or 0 THE TO ROOF 3" AIR GAP BTW C�F - - - - -- -... D AND WALL EXIST SLAB ON GRADE SOUND INSULATION AND WATER RESISTANT GWB IN TOILET ROOM ONE HOUR CONSTRUCTION FULL Hff-IGSHT WALL SLAB CONNECTION FOR METAL STUDS EXIST SLAB ON GRADE SOUND INSULATION AND WATER RESISTANT GWB IN TOILET ROOM (izBLAB 5j CONNECTION FOR METAL STUDS 1 1 CLASS I HOOD BIDD DESIGNED HAT CHANNEL 16" O.C. STAINLESS STEEL" TYPE X GWB PANELS PER ELEVATIONS ® EA. SIDE. MINERAL " WOOL INFILL CEMENT BOARD 6" COVED BASE FAI ANT �illliljllilBli e I� . I. I. C i c . 1 IISS STEEL INS'I° PER It II_m I !IC► MINERAL W001 INFILL DOUE5LE HOOD 3 GAP BE HOOD AND WALL ALL BETWEEN HOODS X.XXX.XXX I. DO NOT SCALE DRAWINGS 2. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. CONTACT ARCHITECT FOR CLARIFICATIONS. 3.00ORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL SE LOCATED WITH THE EDGE OF FINISH OPENING. SIX INCHES FOR UNIT ENTRY DOORS AND FOUR INCHES FOR ALL OTHER UNIT DOORS FROM THEIR ADJACENT WALL UNLESS OTHERWISE NOTED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN WALLS UNLESS OTHERWISE NOTED. 4.SEE T-1.1 FOR TYPICAL ACCESSIBILITY DETAILS ro.PER MOUNTING HEIGHTS OF ALL FP. 4 E' FOR TOILET ROOMS. SEE DRAWING T-1.1 I. DO NOT PENETRATE TOP PLATE OR STUDS IN ROUTING OF EXHAUST DUCT WORK, REFERENCE STRUCTURAL I WALL INDEX; I I ----- WALL TO SE EXISTING WALLS TO REMAIN f=LCCIR FLAN SCALE: 1/4" =1' -0" R CM FINISH scHr:0ULr F w C FLOOR / BASE (F) WALL (W) CEILING (C) I FCOvED A D, RUDDER MASS tExn ED MIP I OM-PANM BLACK COLON PER TENANY GLCM PAMT PER TENANT 2 6X6 GbUARRY TILE QUARRY TILE CAM TAPED, AND !°PR NSTALLED OVER Gins 2 2' x 4' FIRE RESISTANT CADVW SSE 81,116MISVED Ar—T. CEILMG 3 C 6X6 W141TE CERAMIC TILE TO CEILMG 3 G1UD PRIMED, TAPED, TE AND PAMT UJITN EPDXI PANT PER TENANT 4 OPEN TO CORRUGATED ROOF DRAWN: X" CHECK: CFP Q S ° Z < a— 0 Ld 00 J a V J < co U Qw a J Q z 3:: Cf)� L C:) a C ,G f— LO O I-I- PIRSCHER ARCHITECTS CDA + Pirscher Architects 20011 Ballinger Way NE, Suite C100 Shoreline, Washington 98155 (206)368-9668 Fax (206)368-9558 SHEET: OF: SHEETS IC DE61GN 4 iA 1. ALL MAIN BEAMS ARE TO ME HEAVY DUTY (D). SOURCE: ASTM E580 SECTION 5.1.1. LATERAL FORCE BRACING I. SEISMIC SPLAY WIRES ARE TO ME FOUR 12 GAGE WiRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 'L0' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2. 2. SEISMIC SPLAY WIRES SHALL ME ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. SOURCE CISCA ZONES 3-4. 3. POWER ACTUATED FASTENERS (PAPS), WHEN USED FOR SEISMIC APPLICATION AS PART OP THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E AND F, SHALL HAVE AN ICC-ES APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAP ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT. SOURCE: STATE OF OREGON, BUILDING CODE DISIVION, 4. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM EEW SECTION 5.2.8.2. 5. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE ASTM E580 SECTION 5.20.2. WALL MOLDINGS 1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID SHALL ME ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASTM E580 SECTION 5.2.2. SPREADER BARS 1. TERMINAL TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL ME TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZERS MARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL. SOURCE: ASTM E580 SECTION 5.2.4. 2. SPREADER MARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. 3. SPREADER MARS ARE NOT REQUIRED iF A 90 DEGREE INTERSECTION CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. 4. WHERE SUMSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMTER CLIPS MAY ME USED TO SATISFY THE REQUIREMENTS FOR SPREADER MARS, SOURCE: STATE OF OREGON, BUILDING CODES DIVISION. HANGER (SUSPENSION) WIRES I. HANGER AND PERIMETER WIRES MUST ME PLUMB WITHIN I TO 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: ASTM C636 SECTION 2.1.4. 2. ANY CONNECTION DEVICE AT THE SUPP34ORTING CONSTRUCTION SHALL BE CAPAMLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: CISCA ZONES 3-4. 3. POWDER ACTUATED FASTENERS (PAPS) ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. SOURCE: STATE OF OREGON, BUILDING CODES DIVISION. ELECTRICAL FIXTURES I. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTION FROM THE FIXTURE TO THE STRUCTURE ABOVE. THiS WIRE MAY ME SLACK. SOURCE: ASTM E580 SECTION E, 3.4. 2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 561_55. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY ME SLACK. SOURCE: ASTM E580 SECTION E .3.5. 3. LIGHT FIXTURES WEIGHING MORE THAN 56L55. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE MY APPROVED HANGERS. SOURCE: ASTM EEW SECTION 5.3.6. MECHANICAL SERVICES I. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LMS. SHALL ME POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1. LIG14TING SWITCHING REQUIREMENTS WALL o 00 MiN. 3/4" AT UNATTACHED WALLS SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPENTS FROM SPREADING APART LIJ UN,ATT,AC:Hr=D WALL MOLD INC-s '' QU i fi��MENTS X-XXX-XXX PERT. STRUT a E'-0' Or- EACH WAY V FIRST POW TO BE WITHIN V-0' FROM EACH WALL FASTENED TO MAN RIMER 4 STRICTURE ABOVE PER IBC NO 803.9. SEE TABLE FOR VERTICAL STRUT REC'S. �� 12 GA VERT. HANGER WIRE + N-V Or- MAX BOTH WAYS OR OR LATERAL FORCE BRACING 4 EA. 12 GA WIRE SECURED t0 ON MA OR OR MAN RUNNER WITHIN 2' OF LEW CROSS TEE NTERSECTION 4 SPLAYED 90' FROM EA OTHER a 12'-0' Ojr. N BOTH DIRECTIONS WV FIRST PONT - UMT14N 4'-0* FROM EA WALL. INRNER (BEAM) NOTES: L INSTALL SYSTEM IN ACCORDANCE W/ IBC STD NO. SOBS 2. SUPPLY COMPRESSION STRUM ADJACENT t0 LATERAL BRACING POINTS - SPRING -LOADED OR NOT INSTALLED. 3. SUPPLY ADDITIONAL 12 GA WIRES FOR LI314T FIXTUFSS INDEPENDENT OF GRID SUSF9g9ICN SYSTEM. 4. ONLY HEAVY DUTY GRID IS ALLOWED D. SUPPLY STABILIZER BARS To PREVENT THE SPREAD OF MAN BEA'1S AND/ OR CROSS TEES SUSPENDED CEILING 15RACING NOT TO SCALE 4 LOCAL CONTROL AND ACCESSIBILITYt EACH SPACE, ENCLOSED BY WALLS OR CEILNG-HEIGHT PARTITIONS, SHALL BE PROVIDED WITH LIC,HTNG CONTROLS LOCATED WINN D- DISPLAY. e411BIT , AND SPECIALTY LIGHTING CONTROLS: ALL DISPLAY, EXHIBITION, OR THAT SPACE THE LIGHTING CONTROLS, WHETHER ONE OR MORE, WALL BE CAPABLE OF SPECIALTY LIGHTING SHALL BE CONTROLLED INDEPENDENTLY OF GENERAL. AREA LIGHTING, TURNING OFF ALL LIGHTS WITHIN THE SPACE. THE CONTROLS SHALL 12 READILY ACCESSIBLE, E. AUTOMATIC "T-CFF_CONTROLS- EXTERIOR EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR AT THE POINT OF WRY/EXIt, TO PERSONNEL OCCUPYING OR USNG THE SPACE. CONTINUOUS USE SHALL BE AUTOMATICALLY SWITCHED BY TIMER PHOTOCELL, OR A COMBINATION OF TIMER AND PHOTOCELL. AUTOMATIC TIME SWITCHES MUST ALSO HAVE EXCEPTIONS: THE FOLLOWING LIGHTING CONTROLS MAY 5E CENTRALIZED IN REMOTE PROGRAM BACK-UP CAPABILITIES, WHICH PF&-v T THE LOSS OF PROGRAM AND TIME LOCTATIONS: SETTINGS FOR A LEAST 10 HOURS, IF POWER IS iNTERRURU° ED. L 1_104TNG CONTROLS FOR SPACES WHICH MUST BE USED AS A WHOLE. F. AUTOMATIC S IUT-OFF CONTROLS, INTERIOR BUILDINGS GREATER THAN ISAW Sa Ft. AND ALL 2. AUTOMATIC CONi1ROLS. SC4.I001, CLASSROOMS SHALL BE EQUIPPED WITH SEPARATE AUTOMATIC CONTROLS TO SHUT 3. CONTROLS REQUIRNG TRAINED OPERATORS. OFF THE LAWNG DLIRiW UNOCCUPIED HCrlR2S UT14N THESE BUILDINGS, ALL OFFICE AREAS 4. CONTROLS FOR SAFETY HAZARDS AND SECURITY. LESS THAN 300 FEET S2 ARED ENCLOSED BY WALLS OR CEILNG-HEIGHT PARTITIONS, AND 15. AREA CONTROLS: THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED PROM A SINGLE ALL MEETING AND CCNFERENCE ROOMS, AND ALL SCHOOL CLASSROOMS, SHALL ME SWITCH OR AUTOMATIC CONTROL 64AL.L NOT EXCEED THAT W HIC 4 IS PROVIDED BY A TWENTY EQUIPPED WITH OCCUPANCY SENSORS THAT COMPLY SECTION 153161 FOR OTHER SPACES A'TPERE CIRCUIT LOADED TO NOT MORE THAN EIGHTY PERCENT. A MASTER CONTROL MAY AUTOMATIC CONTROLS MAY BE AN OCCUPANCY SENSOR TIME SWATCH, OR OTHER DEVICE SE INSTALLED PROVIDED THE NDIVIDUAL SWITCHES RETAIN THEiR CAPABILITY TO FUNCTION CAPABLE OF AUTOMATICALLY SHUTTING OFF LIGHTNG. INDEPENDENTLY. CIRCUIT BREAKERS MAY NOT BE USED AS THE SOLE MEANS OF SWITCHING. EXCEPTIONS: EXCEPTIONS: L AREAS THAT MUST BE CONTINUOUSLY ILLUMINATED, OR ILLUMINATED N A MANNER L INDUSTRIAL OR MARFACTURING PROCESS ALAS, AS MAY BE REQUIRED FOR REQUIRING MANUAL OPERATION OF THE LIGHTING 2. EMERGENCY RGENCY LIGHTING SYSTEMS. 2. AREAS LESS THAN FIVE PERCENT OF FOOTPRINT FOR FOOTPRINTS OVER i0m/D00 3. SWITCHING FOR INDUSTRIAL OR MAf IFACTURNG PROCESS FACILITES AS MAY BE SQUARE PUT, REQUIRED FOR PRODUCTION. 4. HOSPITALS AND LABORATORY SPACES. 15133 DAYLIGHT ZONE CONTROL= ALL DAYLWTED ZONES, AS DEFINED IN CHAPTER 2, BOTH !b. AREAS N WHICH MEDICAL OR DENTAL TASKS ARE PERFORMED ARE EXEMPT FROM THE UNDER SKYLIGHTS AND ADJACENT TO VERTICAL. F"STRATIO N, SHALL BE PROVIDED WITH OCCUPANCY SENSOR RECI INEMENT. INDIVIDUAL. CONTROLS, OR DAYLIGHT- OR OCCUPANt-SENSNG AUTCMATIC CONTROLS, WHICH OCCUPANCY SENSORS: OCCU'ANCi' SENSORb SHALL BE CAPABLE OF AUTOMATICALLY CONTROL. THE LIGHTS INDEPENDENT OF GENERAL LIGHTING. TURNING OPP ALL THE LIGHTS IN AN AREA, NO MOM THAN 30 MINUTES AFTER THE AREA HAS N ALL AREAS WITH SKYLIGHTS, MONITORS OR OTHER FENESTRATION At OR ABOVE CEILING BEEN VACATED. LIGHT FIX( MS CONTROLLED BY OCCUUPANCi' SENSORS SHALT. HAVE A LEVEL. AND N ALL AREAS WITH WINDOWS AND ALL AREAS N PA 404 GARAGES, WITH FACADE WALL -MOUNTED, MANUAL SWITCH CAPABLE OF VI NNG OPP LIGHTS WHEN THE SPACE IS OPENINGS, ALL PERMiANENT LUMINAIRES N THE DAYLIGHTED ZONE SHAD. BE CONTROLLED OCCUPIED. BY AUtOMAMC DAYLIGHT SENSNG CONTROLS. THE PRIMARi' DAYLIGHTED ZONE SHALL BE CONTROLLED SEPARATELY PROM THE SECONDARY DAYLIGHTED ZONE. AUTOMATIC TIME SWITCHES: AUTOMATIC TIME SWITCHES SHALL HAVE A MINIMUM 1 DAY CLOCK AUTOMATIC DAYLIGHT T SENSING CONTROLS SHALL: M. t BE CAPABLE OF REDUCING THE LOW OUTPUT OF THE CONTROLLED LUMINAIRES WHILE AND BE CAPABLE OF BEING SET FOR 1 DIN I DAY TYPES PER WEEK AND INCORPORATE AN AUTOMATIC HOLIDAY "SHIUT-OFF, FEATURB, WHICH 1URNS OFF ALL LOADS FOR At LEAST 24 MAINTAINING A L NIFOF 1 LEVEL OF ILLUMINANCE 15Y EITHEiR, HOURS AND THEN RESUMES NORMAL SCHEDULED OPERATIONS. AUTOMATIC TIME SWITCHES A CONTGOUOUS DIMMING t0 At LEAST 20% LK44T OUTPUTt OR SHALL. ALSO HAVE PROGRAM SACK -UP CAPABILITIES, WHICH PREVENT THE LOSS OF S. STEP SWITCHING OF EACH LAM' IN INDIVIDUAL LUMNAIRES (NONCONTINUGUS DIMMING PROGRAM AND TIME SETTINGS FOR AT LEAST VA, HOODS, iF POWER IS NTERRUPTED. DEVICES SHALL HAVE ADJUSTABLE SEPARATION (DEADBAND) OF ON AND Opp POINTS AUTOMATIC TIME SWITCHES SHALL W-OWORATE AN OvER-RIDE SWITCHING DEVICE WHEN: TO PREVENT SNORT CYCLING) AND PROVIDE AN AUTOMATIC OFF CONTROL, SWITCHING A) IS READILY ACCESSIBLE, ALTERNATE LUMINAIRES IS NOT PERMITTED EXCEPT WITH SNGLE LAM' LU'INAIRESt OR B) IS LOCATED SO THAT A PERSON USING THE DEVICE CAN SEE THE LIGHTS OR THE AREAS C. STEP DMMNG BY REDUCNG THE OUTPUT OF ALL THE LAMPS IN INDIVIDUAL LUMINAIRES CONTROLLED BY THE SWITCH, OR SO THAT THE AREA BEING ILLUMINATED IS ANIAtNCIATED, BY At LEAST 130% AND PROVIDE AN AUTOMATIC OFF CONTROL AND 2. CONTROL CNLY LUMINAIRES WITHIN THE DAYLIGIM AFSA. 3. INCORPORATE TiME-DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES C) IS MANUALLY OPERATED, D) ALLOWS THE LIGHTING t0 REMAIN ON FOR NO MORE THAN TWO HOURS 94EN AN OVER -RIDE IS OF LESS THAN THREE MINUTES. ANY OUTC14NG DEVICES INSTALLED TO OVERRIDE THE AUTOMATIC DAYLIGHTNG CONTROL. NITIATED, AND E) CONTROLS AN AREA NOT EXCEEDING ISOOO SQUARE FEET OR 5 PERCENT OF WALL COMPLY WITH THE CRITERIA IN SECTION 513.62 ITEMS A THROUGH I- FOOTPRINT FOR FOOTPRINTS OVER 10000 SQUARE FEET, WHICHEVER IS GREATER CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED ED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE SERVING NO MORE THAN EIGHT FIXTURES I OR 60 LNEAR FEET OF FACADE WIHCHEAR IS LESS PROVIDED THAT THEY DO NOT INCLUDE . FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR ZONES FACING MORE THAN TWO ADJACENT CARDINAL ORIi NTATION$ (IS. NORTH, EAST, SOUTH, OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUT-OPP CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESED t0 WEST) DAYLIGHT ZONES RIDER SKYL-KGHTS SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. ENSURE THAT CONTROL DEVICES, CaMPONSI TS, EQUiPhENT AND SYSTEMS ARE CALIBRATED, EXCEMONs THE FOLLOWING ARE EXEMPT FROM THE REQUIREMENT FOR AUTOMATIC ADJUSTED AUK OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIPICAt10N8. SEQUENCES CP OPERATION SHALL BE FUNCTIONALLY TESTED t0 ETNSUIRE THEY OPERATE M N SECTION CONTROL I <P THEY HAVE SEPARATE CONTROL 1 44 THE LIGHTS N TIE DAYLIGHT WHICHSPACES IS J aE CETERA- AREA LIGHTING IN THE HT ZONE, ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS A CCMPLETE REPORT OF TEST L RETAIL AND. RESTAURANT SPACER ADJACENT t0 VERTICAL FENESTRATION (RETAIL AND RESTAURANT PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER DRAWING NOTES SHALL REQUIRE COMMISSIONING IN ACCORDANCE WITH THIS PARAGRAPH. RESTAURANT SPACES UNDER SIGYL.tGHTTS ARE Not EXEMPT). 2. LIGHTNG EXEMPTED BY SECtICN 1612. 3. DISPLAY, EXHIBITION AND SPECIALTY LIGHTING COMPLYING WITH SECTION 813A. 4. THE FOLLOW NG SPACES ARE EXEMPT FROM THE RMIFO'ENTS FOR AUTOMATIC DAYLiGHLTNG CONTROLS N SECTION ID133 PROVIDED THEY HAVE OCCUPANCY SENSOR CONTROLS THAT COMPLY WITH SECTION 1513b.1: A SMALL SPACES IN THE DAYLIGHTED ZONE THAT ARE NORMALLY UNOCCUPiEED (SUCH AS STORAGE ROOM WITH A WINDOW OR RESTROOMS) B. ROOMS WITH LESS THAN 3W SQUARE FEETt AND C. Cosll:E E ROOMS 300 SQUARE FEET AND LARGER THAT HAVE A LINING CONTROL SYSTEM WIT14 AT LEAST FOUR SCENE OPTIONS AND AN OCCUPANCY SENSOR CONTROL THAT COMPLIES WITH SECTION 1513b.1 5. HID LAMPS WITH AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER CONSUMPTION BY At LEAST U%. 6. HID LAMPS 100 WATTS OR LESS. REFLECTED CEILING PLAN NOTES: L LIGHTING SYSTEM CIRCUITING AND SWITCHING 16 TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND F9QUIMMM SEE PROJECT MANUAL. 2. MECHANICAL SYSTEM IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIIREMENTS. 3. VERIFY NMSER AND LOCATION OF SUPPLY REGISTERS W/ ODUNER AND TENANT BEFORE PROCEEDING WITH WORK 4. VERIFY NUMBER AND LOCATION OF RETI.W REGISTERS 111/ OWNER AND TENANT BEFORE PROCEEDING WITH WORK 5. ELECTRICAL, MECHANICAL DESWODUILD CONTRACTORS RESPONSIBLE FOR COORDINATION Wl/ OTHER SYSTEMS to AVOID CONFLICT. 6. PROVIDE DRATSTOPS ABOVE CEILING TILE PER IBC 71. (NOTE: DEMISING WALLS PROM FLOOR TO ROOF DECK WILL PROVIDE PROPER DRAFtSTOP) PROVIDE LATERAL FORCE BRACING FOR SUSPENDED CEILNG PER DO.2/T-3J a. EMERGENCY BACK UP LIGHTS SHOWN IN SCHEMATIC DESIGN. CONTRACTORS TO PROVIDE NUMBERS AND LOCATION OF FIXiUMS PER THE CITY JURISDICTION. COORDINATE WITH INSPECTORS. ,4TT,ACHr=D WALL MOLD INCs REQUIREMENTS D GA. VERt. WIRE (TYPJ 3 TIGHT TU" MR (TYP) WITH 32 MAX. MAIN RUNNER OR CROSS TEE PROVIDE SPACE WALL WALL (MOLDING) ANGLE 2" MN ATTACH MEMBERS PERIMETER 4 TWO ADJ. WALLS ONLY. NOTE: SEE STRUCTURAL FOR ADDITIONAL INFO SL. i P TRACK EXISTING ROOFING 4 ROOF SHEATHING FIRE STOP MATERIAL Ibga. EXTENDED LEG SLIP TRACK, FIRESAFE CONT. ATTACH TO PLYWOOD ROOF PANELS. " STUD TRACK 5/8" TYPE 'X' G.W B., DO NOT ATTACH TO TOP TRACK I R STUDS 6 48" O.C. TERNATE DIRECTION, /CONNECT TO ROOF STRUCTURE. EXISTING ROOFING 4 ROOF SHEATHING IRE STOP MATERIAL J U U U Ibga. EXTENDED LEG SLIP TRACK, FIRESAFE CONT. ATTACH t0 PLYWOOD ROOF �� PANELS. " STUD TRACK 5/8" TYPE 'X' G.W.B., DO NOT ATTACH TO TOP TRACK SOUND INSULATION e BATHROOM WALLS ONLY WALL/CEILING INTERSECTION SL. I P TRACK I, 7�31_ NTS1 4 2"=1'-O" S250.055 LIGHT FIXTURE SCHE D UL_ E MARK TYPE MANUFACTURER 5YM50L WATT O P F1 2'x4' TROFFER LITHONIA 2GTL 4 ® 2M LED 2 LED F2 2'x4' TROFFER Commercial Electric ® 36 I LED CHAIN HUNG Model R 5,4103161 EXHAUST FAN/ F3 DOWNLIGHT BY MECH. CONTRACTOR FLUORESCENT F4 SURFACE MOUNTED EXIT LITHONIA LQC--W-i-R-ELN 2.5 1 LED LIGHT LED OR SIMILAR F5 EME 43ENCY LITHONIA ELM2 LEDLIGWT � 2 OR SIMILAR 15 LED F(o NOT USED F7 PENDANT 4). I0m 1 INCAD LiGHT I Light Pendant by Mounument LIGHTING TRACK DIRECT FS K LIGHT( LIGNTING l l'I'-(,OOSR-LED-3-Kfl_-i3LK 171717 g 3 LED F9 Nuvo Lighting S1:77.1088 \White Pour "U" ANITY LIGHTS Light 24" Vanity lvith \White O LED Channel Glass Shade, Ill white Finish 5 4 N= I- Ez � , F14N E 40"X40" CENTER CHECK: CFP JOB NO: 15013 Q U) z z o ry a w n 00 r ` o a r n V J zJ� < Go � w Q a. -~ 1/ C, Q w V o � a j o L O 3 Z RECEIVED I P I R S C H E R fREFLECTtED CEILING CITY OF TUKWiLA ARCHITECTS 5 /'� A Il- E ; 1 /4 1 I I _ � I _ 0 11 - OCT 2 12015 CDA + Pirscher IArchitects 1.� 20011 Ballinger Way NE, Suite C100 I SOTS; PERMIT CENTER Shoreline, Washington 98155 MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRI RS AND Fax (2 6)368 8 HVAC CONFIGURATIONS. /+ y� fax (2o6)3s8-g558 REFLECTED CE iL INCH PLAN KEY NcCTES; CD DEMO EXISTING -REPLACE WITH NEW VINYL SURFACEDFIBEFrALASS SHEET: ACCOUSTICAL TILE i EVIIEVVED FAR 2 DEMO EXISTING IF NEEDED- REPLACE WITH 5/8' TYPE X GM 1'.0- 00E Gt�MPLIANCE AMOVED DEMO EXISTING CEILING -OPEN TO ROOF DECK = OCT 2 8 2015 a' ® NEW CLASS I HOOD AND ONE HOUR SHAM TO THE ROOF TO BE BIDDER DESIGNED. k i o auk vil SEE DETAILS ON DRAWING T-62 UILDiNGDIVISION OPEN TO NEW CORRUGATED ROOF PANELS. FASTEN TO FAUX OF: SHEETS RAFTEES AND BLOCKING At EDGES L'71 LGGHT IN STORAGE ROOM BELOW SOUTH ELEVATION FLCCR PLAN KEY NCTES-. CD TENANT t0 REUSE SICsNACsE FROM ANOTHER STORE. f'ROYIDE POWER AND INSTALL SIGN a ,0 F)1�0 IEWED FOR 0E COMPLIANCE APPROVED OCT 2 8 2015 s City, Of Tukwila BUILDING DIVISION CITY OF TUKWILA OCT 2 12015 PERMIT CENTER CHECK: CFP JOB NO: 15013 Q i ry Q W n CO 00 IT- (,/) Q QO 0) Q�Q 03 I— LL-o 0 0 Z PIRSCHER ARCHITECTS CDA + Plrscher Architects 20011 Ballinger Way NE, Suite C100 Shoreline, Washington 98155 (206)368-9668 Fax (206)368-9558 SHEET: OF: SHEETS EQUIPMENT SCHEDULE ITE3-5 PR,OVZD BY MERIiENN41r AND WTAum BY 613MM CONTKHcrOR. 1 101 FiRE EXTINGUISHERNEF PROVIDED Lrf 00 *STALLED BY aC 1 102 FIRE EXTINGUISHER 'A I"B (' PROVIDED Bf 00 ISTALL D Be 00 1 03 MENU BOARD PROVIDEED By W*ff WIAILED BY 00 1 04 IOR S G Salisbu Lockers Ten —Tier Plastic PROVIDED BY TOLW *aTAtLED By 0c 1 05 EMPLOYEES LOCKER MESA SAFE MLF3020EE PROv= BY TELLWr NSWLED BY Ge 1 O6 SAFE PROVIDED IF( TEwRr *STALLED er cc 1 07 SELF SERVE BEVERAGE DISPENSER W ICE BIN AT TOP 1 08 POS 12 4 ORDER COUNTER WiTH BAR FLAP CUSTOM DESIGN BY TENANT UU5 I UM PROVIDED Bf TOMM ME41M 9( 00 13 TELEPHONE SYSTEM PANASONIC KT—TG9478 PROVIDED BY TEI M ONTAL ED Bf 00 14 DEGREASER D—CARBONATOR 40 GAL PROVIDED ar TEWNT NBTALLED BY CC 15 SELF SERVE BEVERAGE DISPENSER W ICE BIN AT TOP 1,117 COFFEE MAKER Bunn VP17-2 SS PROVIDED By TENW ONTALLED IRV MW 1122 Food Processor Warina WFPI4SW PROVIDE BY TEWff *STALLED BY TEW 1123 STOCK POT WARMER Bakers Pride BPSP-18-2 $tocK Pot Ronne PROVIDED BY Tom NSfALLED Bf 00 1124 BUN RACK Channel 401A Pan Rack PROVIDED BY TEWSr *STILLED EIy 00 26 Rice Warmer Admiral Croft RW—E50 PRMW BY TFLM NsrALLED Bf cc 133 ICE MAKER HOSHIZAKI F33BAH—C PROVIDED BY Tom *STALLED of 2 134 Microwave Oven Sho R21LCF PROVIDED Bf 7EUM *STALLED By 00 2,140 IExhaust Hood Captive Air 1 149 lConveyor Oven Lincoln im in er 111600OU PROVIDED BY TOMNT *STALLED Bf aC 1 150 lRangs 24 Vulcan —Hart V24-1 PRaWCED BY TELL1Nr *STALLED BY CO 1 151 1 Radiant Charbroller — 48m WiTH STAND Star 6036RCBF PROVIDED Elf 7ENW INSTALLED Bf cc 1 153 24X36 TABLE PROVIDED BY TEW MALLED er 06 1 154 Fry er, Gas Frymaster SR52LP PROVIDED BY 7ENW *eGLLED En ac 1 160 Walk—in Refri eration Freezer Box and Compressor 70X7OX56 Masterbilt PROVIDED BY TEELvrr NSTAtLED BY 00 1 163 Refrigerated Counter Sandwich Top True TSSU-60-12 PROVIDED sr TENW NSTALLED BY 00 1 164 Refrt rated Work To True TWT-36 PROVIDED of TOW *STALLED By aD 1 165 Ice Cream Freezer True TFM-29FI, VVHT PAM4DED BY TEWX NaTALLED BY 00 1 166 Ice Cream Dipper Well Glindmaster F\\-510dipperwell c rmtcet PROVIDED Bf TEWSr *STALLED BY ao 1 167 Ice Shaver Hats HC 8E - DIRECT CIRCUIT REQ pmvm Bf mm owA LED By oc 1 169 Work Table-30 x48 Advance Tabco SLAG-308 PROVIDED B( TOM *STALLED BY 0O 1 170 Hot Food Table Duke 700-039— Gas PROVIDED M, 2 171 PREP SINK SSP 1 COMP SINK 1 C1723—R-18 PROVIDED eY TWwT *STALLED By TIC 3—COMP RIGHT HAND SINK & FAUCET WJHANnLFS 1610- 1 WL tqwvvw ur TEW RMIALLED fff go 1 173 CLEAN RIGHT HAND DISH TABLE \LRO r>('Dh;n or sim PROVIDED Bf TEWN *STALLED er oc 174 Chemical Dishwasher ecolab INFERNO - „, \ APPR V en For sip» 175 op n x x Mustee 63M PROVIDED -BY 70M INSTALLED BY Ds 178 NORITZ NC 250 PnaoED Bf 00 NSTAUED BY 00 179 Hand Sink Krowns HS-26L PIN)VIDED By TEwL9r METALLED By oo N52 180 a shelves Eagle SWS1548-16 4—X PROVIDED Bf ID" *SEA = En 0c 181 a e or crowave Advance Tabco MS-18-24184 a e es Advance Tabco ECC-1860 PROVIDED Bf low *STALLED BY 0c 193 work Table-30x J6 Advance Tabco ECC-1860 PRWIDED By low WSrALLED of Ge 194 POT FILLER FAUCET Fisher Faucet SW11CS07DJ PROVmED B• TIMM *sruLm BY ac 1 196 GREASE INTERCEPTOR PROVIDED Irf oo METALLED Br 00 197 Refri rated, Work Top PROVIDED BY TOM *STALLED Bf ac 1 198 SPLASH GUARD PROVIDED By "Im NSIA LED Lrf 00 3 199 FLOOR DRAIN PFAM En 00 WAVED BY ac 1 200 — PROVIDED BY 79W INSTALLED IN 00 FROVIOED eY TotNd *STALLED By ac SHELVING 18X6OX72 PROVCED eY low NSTNJ.ED By 00 2 204 SHELVING 204802 PROVIDED By YEW INSTALLED BY ac 3 205 SHELVING 24X54X72 PROVIDED Bt TDW NSTAL ED BY 00 2 206 SHELVING 3OX54X72 PrIMM Lrf TOM ONTAL ED BY TAD 2 207 ISHELVING 24X36X72 PROVIDED Bf TDW LNSTALLED By 00 1 208 ISHELVING 24X48X36 FRMM fff TEwta *sruLED BY ac 5 209 \ .._ �\ , , r IR NIILL ENNII IM SL'A'FING 11I-Y-500016110 pR0yM ey TEW SSIAL ED By 00 1 211 20X24 TABLE TABLE BOLTED TO FLOOR P"WIDED BY TELLANT DWALLED By oc 1 212 MERCHANISING CABINET PROVIDED BY TDW *STALLED By 00 1 213 SOUND Sy5rE1A OPnO W oc To COORDINATE WIRING AND LOCATION WriH Tewm PRINID D By 70M 041A LED Bf 00 1 214 PREP REFRIGERATOR True TSSU-27-8-1 pwa m Re MXW N MLED B1• oO 1 1 i PROVIDED BY MW DWA LED Bf 00 ALL FOOD MUST BE STORED 6" FROM FLOOR ffHv-F?,- - Wx A: 111 OT1 rul I DO] 10 NOW I � M. NO LON 3" 1 � I a I. An indirect waste drain Is required for the food preparation sink three -compartment sink mechanical dishwasher, ice machine, pop dispenser, running water dipper well, steam table, walk-in refrigeration, and any equipment in which food is placed. 2.If the establishment continues to be in operation during the remodel, dust barriers must be installed to ensure that food protection and safety are not compromised. The food service establishment will be required to discontinue operations if any disruption in water, electrical, or sewer service occurs, due to the remodel. Handwaoh facilities must be kept accessible and functional during all hours of food service establishment operation. 3.A horizontal separation of at least 16 inches or a vertical partition of 16 inches in height is required between the food preparation sink and all other oinks and/or sources of contamination. 4.Hot water must be available to all handwash sinks within 15 seconds. The hot water for the facility must not be used at any plumbing fixture for a minimum of & hours prior to the preoperational inspection. This is required so that proper testing of the 15-second time requirement for hot water avatlability can be completed. 5.All food service equipment, both new and used, must be listed by the National Sanitation Foundation (NSF) or eeqquivalent for ito intended use. Used and new refrigeration must be capable of holding potentially hazardous food at 41�F or below. &.Used equipment Is subject to onsite Inspection to determine acceptability for use in the proposed food service establishment. Used equi ent must be clean, In proper operating condition, and in good repair. Used refrigeration must be capable of holds g potentially hazardous foods at a temperature of 41'F or below -I.Extra wall protection is required on walls behind all oinks, including restroom handwash sinks, and food preparation counters and tables. A I6-inch high backsplaeh of plastic laminate, fiberglaeo-reinforced plastic or equal to acceptable. A backsplash higher than 16 Inches i6 required on the wall behind counter top equippmmant taller than 1& inches. Floor to calling protection is required on the wall behind dishwashers. Wall protection behind mop sinks must cover the entire splash zone. Plastic coated hardboard is not acceptable. S.AII floors in the kitchen, food preparation, food service, food storage, and dishwashing areas must be surfaced with a durable, nonaboorbant, easily cleanable material. Expansion joints, seams, saw cute and the like in concrate floors in all areas, including customer seating areas, must be filled and sealed so as to provide a smooth and cleanable surface. 9.The telling above the food preparation areas must be nonparforated, nonabeorbent, smooth and easily cleanable. 10. All light fixtures in food preparation and storage areas must be provided with covers or shatterproof bulbs. II. Plumbing must most state and local codes. 12.The ventilation syetem shall be installed and operated to most applicable building, mechanical and fire codes. PAPER TOWEL DI' 50AP DI HAND 5 P-LAM HALL PROTEGTI OR EGtUAL BEHIND ALL % HANDSINK ELEVATICN tSCALE: 1/2" - 1'0" 1 GAP m COOLER E lU,4LL TYP. 40"X40" CENTER NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL PUBLIC HEALTH - KING HEALTH DEPARTMENT INSPECTION REQUIRED UPON COMPLETION OF WORK PRIOR TO OPENING EC�Ulf=MENT L N SCALE: I/4" = I'-(D" ELEVATION REVIEWED FOR ODE COMPLIANCE APPROVED OCT 2 8 2015 +City of Tukwila BUILDING DIVISION 50' GYP.BD, 2x4 WOOD STUD, PLATFORM SHELVING; 24' DEEP WIRE 5/5" EXTERIOR GRADE PLYWD. 1/20 "WONDERBOARD", FRP TOP OF PLYWOOD SHELVING W/ MATCHING WALL MOUNT BRACKET5, 5EE EQUIPMENT PLAN AND FIN15H, 5EE PLAN AND NOTE BACKING EL: 102' 50HEPULE FOR COUNT, 517E, AND FOR HT. AND LOCATION. LOCATION. PACKAGE 15 PART OF OWNER5 EQUIPMENT PAGKAGE IN5TALLED WONDERBOARD/FRP FIN15H TO TOP OF PLATFORM BY THE GENERAL CONTRACTOR. BE 51LIGONE 5EALED TO IN LIP ELAV MOP BASIN TO BE BONDED/51LIGONE Faster 5EALED TO PLYWOOD PER MFR. RECOMMENDATIONS. o aLM G.G. TO ANCHOR WALL 13RKT5. W/ � #10 PHILLIP5 HEAD SCREW (29 BOTT. OF PLYWOOD BACKING ELT DO' 5/e," PLYWOOD BACKING IN • . LIEU 5/5" GYP. BOARD • IN5TALLED BY THE G.G. 4 4 51W WALL FRAMING GONG. PLR. SLAB FRP WALL FIN15H MATERIAL �- J21 MOP SINK rn---�J SHELVING INSTALLATION tYP y( a RECEIVED CITY OF TUKWILA OCT 2 12015 !PERMIT CENTER CHECK: CFP JOB NO: 15013 to i' lu Q VN ��- !.0 o Z �- Q w n Go cc) C3 0 t� a N lu to a� Q (D � C: LL 1W ■ .'1 ARCHITECTS CDA + Pirscher Architects 20011 Ballinger Way NE, Suite C100 Shoreline, Washington 98155 (206)368-9668 Fax (206)368-9558 SHEET: T = 1.,1 OF: SHEETS LIGHT FIXnM VERIFY WARMFLEI CEILN3 PLAN. {S• VERTICAL GRAB MAR - -LAM OR APPROVED WAINSCC IN MN 9• MAX. WAR AR GRAM MAR • SIDE GRAD MAR 4A1JKNOT°hIORISE E SIDE TIOMI TOILET PAPER DISPENSER-` INSULATE EXPOSED &UPPI.Y AN i i ,� DRAM LNE9 FLOORING 6. ONTO WAIL -' ELEVATICI INSTANTANEOUS WATER HEATER GENERAL NcCTES jp L TOILET R=M PLAN AND ELEVATICNJ6 ILLUSTRATED AMOVE ILLUSTRATE FIXtURH CLEARANCE DN'ENSIONS PROM FNISHED FLOOR OR WALL, MOINTNG HEia", AND ACCESSORY ft.ACE - ACTUAL LAYOUT MAY VARY, SEE FLOOR PLAN FOR CORRECT LAYOUT. DIMENSIONS, NOTES, AND EQUIPM TENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. SEE ROOM 1NNI6H SCHIEDII.L• FOR TOILET ROOM FNI8FE6 2. MIRRORS LOCATED ADOVL• 6W6 SHALL ISE MOUNITE•D WIMOTTOM EDGE OF RMILECTN4 6UR•A0= 40 • MAXIMUM AMCrL= PH614 FLOOR 9. GRAM MARS I V44 - I V11 MOUNTED 11/21 FROM WALL. MARS SHALL ISE CAPADLE OF SUPPORTING 300 LMS. LIVE LOAD WITHOUT PEIRMA1V4T 00"CTION. 2. LAVATORY RIM MkiF#T SMALL BE MAXIIrM 34• AD" FNIBH FLOOR AND AND ITS LOWER EDGER NOT TO EXCEED 2'-b• AMOVE FINISH FLOOR THE FAUCET LEVER HANDLE LOCATED NO MORE THAN III FRCMI FRONT EDGE CK9AVATORY. 3. FLOORS SHALL ME SMOOTH, {LARD, NON-ABSOROENT SUIRIFACE THAT EXTEND& UPWARD ONTO THE WALL6 AT LEAST 6 INO1-E6. 4. TOILET ROOM FAN To BE INTEGRALLY SWITCHED WITH TOILET LIGHT. b. CONCRETE OR C MU WALLS N TOILET ROOMS SHALL BE I'U RIRED OUT WITH SION TYPE •X• GYPSUM BOARD OVER AND PN W SIMILAR TO ADJACENT WA"A 6. 4YPSUM DOARD APPLIED TO FLU' M SMALL DE WATER -RESISTANT 1. TOILET PAPER DISPENSERS SHALL ME LOCATED 1 • MINIMUM AND 9' MAXIMUM N FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL ISE 80 MINIMUM AND 4W MAXIMUM ABOVE THE FLOOR; AND SHALL NOT ME LOCATED W14M TFE G1RAD MARS. DISPENSER& SHALL NOT ME OF A t11"E THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUO6 PAPER FLOW 8 OPERA" PARTS SHALL BE OPERAM S WITH CM HAND AND SHALL NOT RSWIRE TOM GRASPING, PNCHN3, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERADLE PARTS $FALL ISE b POUNDS MAXIMUM. % TOILET FLUSH VALVE TO ME ON OPEN 610E OF TANG 10 PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL. R>MIRES, KIGNAWINGS AND EQUIPMENT INDICATED. 2012 10C R ICC ANSI Atria-2009 NOTE: CONTRACTOR TO INSURE THAT TOILET ROOM EXHAUST SYSTEM IS CAPABLE OF COMPLETELY CHANGING AIR EVERY 15 MINUTES AND POINT OF DISCHARGE IS AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING, TYPICAL. FOR LIGHT FDCiWOR1:8 mto 01-CIMCAL 6MEPUM ASJ ---,, 1211111110 3LDOOR WITH T a•ETT 1 RESTRCCM PLAN TYP SCALE: 1/404-0' USE FOR MOUNT NGt AND AND CLEARd = WOx wINI:.>ow NOLUINDOIU &CHEDULEWINIDOW ,,,. T.,,"'I' F E l.l.t * ALL DOORS ARE 1 3/4" THICK UNLES ZNOTED OTHERWle Q OPENING Z SIZE WIN )OW a °z 0 �U_ �i>- 0� t001 (0'-0" X 4'-0"1 UJD I CLR I TEM M 4'-0" X 3'-811 ALUM I CLR TEM DETAILS ALUM -ALUMINUM INS -INSULATED SAFETY GLASS WD -WOOD FNT -FAINTED FINISH VYL -VINYL CLR -CLEAR TEMP-TEMFER1=P GLASS 1. ALL WINDOWS MUST HAVE U-VALUE OF 030 OR LESS AND SHGC-VALUE OF 0.40 OR LESS 2. ALL WINDOIUS MUST BE LABELED W1 RATED U FACTOR, SHGC, VT 4 LEAKAGE RATING 3. AIR LEAKAGE OF WINDOW ASSEMBLIES SHALL MEET THE PROVISIONS OF IUSEC TABLE 402.43 Plff-751 12 13 5:4FETY GLAZING PER IBC 2406.1 REQUIRED, PROVIDE IDENTIFICATION PER IBC 2406.3 SEE ENLARGED UNIT PLANS POR LOCATIONS REaUIRING 84PETY GLAZING PER IBC 2406.1 PROVIDE IDENTIFICATION PER IBC 2406.3 9 I> OE --POOR NUMBi:R DOOR SCHEDULE A55RE V I A1' I ONS �j D O O IR T Y P v E SCALE: I/4" 1'-la" � � • w DOOR � FRAME DETAILS -HOLLOW METAL *ALL DOORS ARE Z SC -SOLID CORE ZNOTED I °rs" THICK 61h1LE8 OTHERWISE i- G[ _j WD -WOOD FNT _PAIWED FNISH SS STAINLESS STEEL FINISH 1�L1 O N � �/ O � �.l L � p FF -FNI6H �� OPENING p O(> O 4 O z Q (L 0 B 14 c�S1 1 z LU PER SCHED. REMARKS Q SIZE 01- Ll E A U`. -1 '`5 f-- 11217 LL r IL F � _ 3: � N 0 3'-0" I 3'-0" X t-ou A SC 88 AL FF 32 2 3'-0" X 1'-0" A OC 4,22,28,36 3 p r ry El EXISTING 2,25,55 E2 EXISTING i 3 3'-0" X 3'-0" A SC NOTE: ALL DOORS TO BE HANDICAP ACCESSIBLE. FINISH FLOOR A B C FLUSH WOOD BAR FLAP E m A R K S DOOR NOTE5 I. IN A GROUP A OCCUPANCY HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M AND S, AND IN CHURCHES, ONLY ONE, MAIN EXTERIOR DOOR (OR ONE, MAIN, EXTERIOR PAIR -OF -DOORS) MAY UTILIZE 2006 IBC 1008.1 W ITEM 2 WHICH STATES L PROVIDE DECAL SIGN WITH In HIGH LETTERS ON 23. PUSH PULLS. • "THE LOCKING DEVICE SHALL BE READILY PISTMGUISHABLE AS LOCKED," CONTRASTING BA0<GROUND READING: 'THIS DOOR 24 �� PLATE • A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE M LETTERS I INCH HIGH ON A CONTRASTING BACKGROUND. LOCATE ON THE INSIDE OF tRAN801`i. 25. PUSH PLATE, PULL BAR 2. POOR SURFACE WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY SHALL BE A SMOOTH SURRFACE ON THE PUSH SIDE EXTENDING THE 2. PROVIDE AND INSTALL 6" SQUARE INTERNATIONAL 26. LATCH GUARD. FULL WIDTH OF THE POOR PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE SYMBOL OF ACCESS SIGN. THE SIGN SHALL BE AS THE OTHER ALONGSIDE THE DOOR AT THE LATCH SIDE (WITH 21. PASSAGE LATCH. MENS/WOM'ENS SIGN FOR TOILET ROOMS). TACTILE 3. PAIR -OF -DOORS HARDWARE: MANUAL OPERATED FLUSH BOLTS NOT PERMITTED. APROVED AUTOMATIC FLUSH BOLTS TO BE USED AND CHARACTERS SHALL BE 48" MIN. ABOVE THE 20. ALL POOR HARDWARE TO BE SINGLE ACTION LEVER NO DOORKNOB OR SURFACE -MOUNTED HARDWARE FOR THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS. FLOOR MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60" MAX. ABOVE ADA 4 TURN HARDWARE AT A MINIMUM 4• THRESHOLDS AT DOORWAYS. IF PROVIDED THRESHOLDS At DOORWAYS SHALL BE J" INCH MAXIMUM IN HEIGHT. RAISED THE FLOOR MEASURED TO THE BASELINE OF THE THRESHOLDS AND CHANGES IN LEVEL At DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. HIGHEST TACTILE CHARACTER PER ICC/ANSI A111.1-2003 SECTION 1033.10 29. LEVER HANDLES, BOTH SIDES. 5. HARDWARE HEIGHT: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES SHALL BE INSTALLED 34 INCHES MIN. AND 48 INCHES MAX ABOVE THE FLOOR 3. PROVIDE SIGNAGE PER COPE. SEE INTERIOR SIGN 30. LEVER HANDLE ON INSIDE ONLY. NO OUTSIDE ACCESS. 6. DOOR HARDWARE CONFIGURATION- HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS CHART. SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINC 4ING, OR TWISTING 31 PROVIDE LEVER HANDLES ON ALL MAN DOORS (EXCEPT OF THE WRIST TO OPERATE. STOREFRONT). -1• DOOR OPENING / CLOSING FORCE: THE OPENING FORCE FOR INTERIOR SIDE -SWINGING DOORS, WITHOUT CLOSETS SHALL NOT EXCEED A 5-PONNP 32. ELIASON RESTURANT SWINGING DOOR FORCE. FOR OTHER SIDE -SWINGING, SLIDING, AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND FORCE. THE DOOR SHALL SWING TO A FULL -OPEN POSITION WHEN SUBJECTED TO A 33. PAD LOCKING SYSTEM 15-POUND FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE. WITHIN AN ACCESSIBLE ROUTE, AT EXTERIOR DOORS WHERE ENVIRONMENTAL CONDITIONS REQUIRE A CLOSING PRESSURE GRATER THAN 85 POUNDS, POUTER OPERATED DOORS SHALL BE USED UT14IN THE ACCESSIBLE ROUTE OF 34. PRIVACY LATCH. TRAVEL. 35. PROVIDE PUSH BUTTON LOCK S. SPEED OF DOOR WITH CLOSER DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF W DEGREES, THE TIME REQUIRED t0 3(1. LOCK FUNCTION. MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. 4. PROVIDE SIGNAGE INDICATING ROOM USE. 31. DEAD BOLT. 9. SPEED OF DOOR WITH SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 10 DEGREES, THE DOOR S. U VALUE MAX. ■ 0.60 FOR SYSTEM TESTED AS UNIT SHALL MOVE TO THE CLOSED POSITION IN 15 SECONDS MINIMUM. ASSEMBLY (SOLID DOORS). 38. DEAD BOLT WITH THUMB TURN. 6. DOOR U-VALUE OF NOT MORE THAN 0b0, WINDOW 39. DEAPBOLT MOUNTED NO HIGHER THAN 48" ABOVE THE 10. A TACTILE SIGN STATING EXIT AND COMPLYIN GIWTH ICC A111.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, AND EXIT PASSAGEWAY AND THE EXIT DISCHARGE. U-VALUES CANNOT EXCEED 0b5. FLOOR 1. GLAZING U-VALUE OAO. 40• PROVIDE "KNOX" BOX. e: MAX TRANSMITTED TEMPERATURE OF 450' 41. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS INTERICR j�� �j CT'iJ' J� SICI �i S. DOOR ASSEMBLY INCLUDING GLAZING SHALL BE LOCKED. LABELED FOR THE REQUIRED FIRE PROtECt10N RATING AND INSTALLED IN ACCORDANCE WITH THEIR 42. CANE BOLTS N I LISTING. GAZING FACTORY INSTALLED. II. OFFSET DOORS AND GLASS. 43. SUPPLY VON DUPRIN PANIC EXITING DEVICES ON INTERIOR SIDE OF LOCKSET OR EQUAL. SIGN 1 11. NA 44, NO LOCKING FUNCTION FROM INTERIOR ALWAYS UNLOCKED 12. DRIP CAP IN DIRECTION OF EGRESS. NO OUTSIDE ACCESS. WHITE SYMBOL 13. WEATHERSTRIPPING. 45. LOCKING LEPER HANDLE At EXTERIOR WITH '"OX" BOX. 46. NO LOCKING FUNCTION FROM INTERIOR ALWAYS UNLOCKED. 14, GASKETING. BLUE 15. THRESHOLD 41. AUTOMATIC UNLOCK TRIGGERED BY FIRE ALARM. BACKGROUND TYP. 16. ELECTRONIC CONTROLS W/ CHAIN HOIST BACK UP. 48: RECESSED FINGER PULLS ON EACH SIDE OF DOOR 49 ACTIVE LEAP - PADDLE LATCH ON INSIDE, FULL BAR ON WHITE TEXT AND 11. SELF CLOSING. INACTIVE LEAF - AUTOMATIC FLUSH BOLTS At TOP AND BRAILLE TYP. I8. SELF CLOSING WITH CONCEALED CLOSURE. BOTTOM, PROVIDED INACTIVE DOOR SHALL NOT HAVE DOOR KNOB OR SURFACE - MOUNTED HARDWARE. IS. SELF CLOSING WITH CLOSER 50, 1-1/2 PAIR 180' EXTERIOR BUTTS W/ NON -REMOVABLE PINS. 51. DOOR SWEEP 20. CHAIN STOP WITH HOLD OPEN. 52. SILENCER 21. HOLD OPEN. 53. BOTH LEAVES ACTIVE SIGN TYPE VISUAL 22. DOOR STOP M. SELF -CLOSING, FFOPOMED 4 F'REFINISRED SEE A-23. BRAILLE RESTROOM PICTOGRAPH Locmrs mm-L KEYED FoR TENANT • • • SIGN MATERIAL ACRYLIC PLASTIC REVIEWED FOR =Y 4bECOMPLIANCE APPROVED OCT 2 8 2015 City of Tukwila BUILDING DIVISION . RECEIVED CITY OF TUKWILA OCT 2 12015 PERMIT CENTER mmom MEN nl�ll JOB NO: 15013 Uj <C V o 0z ryN� Q Go W ° IL Cn Z Q 00 CY) y I� NF i1ell of Q => LL_ 0 z E PIRSCHER ARCHITECTS CDA + Pirscher Architects 20011 Ballinger Way NE, Suite C100 Shoreline, Washington 98155 (206)368-9668 Fax (206)368-9558 SICZ ED HANGER 20 GA 3-5/8— METAL 6TUD STIRJMPSON f7;e " T1E sX 6 STUD 2-2 2-2x� STUP6--� METAL 2X4 6Tl 1'-ON X LEDGE TRIM 5TOi AGE ROOM SECTION 5C,4LE:1/2" =1' _0l1 v2' -4 1/2 11 . WON . . TANKLE55 ELEG HOT HATER TANK! MOP SINK ELEV 2 SCALE: 1/2" — HOT b NO. PEIR____,"� TENANT HOT $ NO. TENANT HGT 4 NO. TENANT PAPER TOHEI D15PEN5ER 50AP P 15PEN 5PLA514 GUAF SELF RIMMING HAND 51 NK MOUNTED IN THE COUNTER WASHING AREA ELEV 3 SCALE: 1/2" — I'0" STORAGE ROOM - EXT ELEV I SCALE:1/4" — 10' 22'-9 1/2" I(o'-y" WALL SHELF 4UIUN WALL SHELF q!1 WALL SHED 4 #2s"2s7H,7ALLSHELF FRP DIPPER HELL SELF RIMMING HANDSINK ELEV 4 SCALE: 1/2" — 1'0" 4N WALL SHELF AU WALL SHELF CREAM FRP ICE SHAVER GE MAKER REVIEWED FOR CpDE COMPLIANCE APPROVED OCT 2 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 212015 PERMIT CENTER 1N� CHECK: CFP Q Z ry �<0 za a. w 00 Q 0 a Qo z� � v Q.. lu L" � o �o � .. a� Q0��3�a ro I— Io O J LL PIRSCHER Wrm ARCHITECTS PCDArchitects 20011 Ballinger Way NE, Suite C100 Shoreline, Washington 98155 (206)368-9668 Fax (206)368-9558 SHEET: O OF: SHEETS I